ML033650194

To GEO.HBIP.02.06, Site Amplification Factors for Hbip

ML033650194
Person / Time
Site:	Humboldt Bay
Issue date:	12/26/2002
From:	Abrahamson N, Cluff L, Sun J Pacific Gas & Electric Co
To:	Document Control Desk, NRC/FSME
References
+sisprbs20051109, -RFPFR GEO.HBIP.02.06, Rev 0
Download: ML033650194 (199)

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HBAP C-20.1 Rev. 7A Page 1 of 1 HUMBOLDT BAY POWER PLANT CALCULATION COVER SHEET File No. :

Calculation No.:

GEO.HBIP.02.06 El Preliminary 1 Final Department/Group:

HBPP/Geosciences Unit(s) 0 Structure, System or Component:

ISFSI Geotechnical Type or Purpose of Calculation:

Site Amplification Factors for HBIP No. of Sheets:

196 Signature Discipline/Dept Date Prepared by-Checked by:

Approved by (Sups By Geosciences By Geosciences v):

hippo WiAE 11/6/2002 11/7/2002 12/26/2002 Registered Engineer Approval: (Complete sein A for Civil calcs. Complete A or B for others A. Insert Engineer Stamp or Seal Below B.

Engineer's full name:

By Geosciences Registration Number:

Expiration Date:

Expiration Date:

RECORTS OF REVISTONS Approval Revision Prepared Checked Regis. Engr.

Supvr.

Number Date Reasons for Revision

-_ByBy 0

12/26/02 Initial Issue Geosc.

Geosci.

Geosci.

_t I I I

I I~~~~~~~~~~~~~~~~~~~

PACIFIC GAS AND ELECTRIC COMPANY GEOSCIENCES DEPARTMENT CALCULATION DOCUMENT Calc Number: GEO.HBIP.02.06 Revision: 0 Date: November 6, 2002 Calc Pages:

q Verification Method: A TITLE:

5 e

Arzp~~~~I 1,-a cr

,SI PREPARED BY:

I f

i f

DATE.

i//

/o/ Norm Abrahamson Printed Name Geosciences Organization VERIFIED BY:

DATE Josenh Sun

(

/((7/ 0 ~-

Printed Name x~ii>b~;

Organization

§ty' APPROVED BY:

DATE

/

Lloyd Cluff Printed Name Geosciences Organization

PG&E Geosciences Department Departmental Calculation and Data Report Procedure.4

Title:

Record of Revisions Number:

Revision:

Page:

GEO.001 05 1 of2 Rev.

Reason for Revision

.Revision No.

Date 00 Inita Issue 11/6/06

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 1 of 196 Date: 11/06/02

2. PURPOSE The purpose of this calculation is to quantify frequency dependent ground motion amplification induced by dynamic site response at the HBPP ISFSI site as part of Geosciences Work Plan GEO HBPP 2002-02. The soil amplification factors will be used to estimate site-specific surface ground motions for HBIP.

3. ASSUMPTIONS 3.1 Spectral Accelerations for Very Short Spectral Periods The spectral acceleration at spectral periods less than 0.02 seconds period is assumed to be equivalent to peak ground acceleration. The basis for the assumption is that there is no significant energy above 50 Hz in soil site time histories (Abrahamson and Silva, 1997).

3.2 Empirical Constraints on the Spectral Content The equivalent linear site response method used in the SHAKE program tends to overdamp the high frequencies for large input motions such as those used for HBPP.

Large amplitude ground motions recorded during the Jan. 15, 1994 Northridge, CA earthquake on seven soil sites listed below are assumed to have similar high frequency spectral shapes to the site response at HBIP for large amplitude ground motions.

Table 3.1 Time histories used for constraining the high frequency spectral shape Stations PGA Rinaldi Receiving Station 0.84g Sepulveda VA 0.94g Sylmar Converter Station 0.90g Sylmar Converter Station east 0.83g Sylmar Olive View Free-Field 0.84g Newhall Fire Station 0.59g Jensen Filtration Plant 0.59g The basis for this assumption is that the seven selected recordings are from soil sites with similar velocity profiles to the velocity profile at HBPP (driss, 2002) and the recorded peak accelerations at these stations are large. Given the high levels of ground motion and the similar velocity profile range, the high frequency spectral content is expected to be representative of the high frequency spectral shape at HBPP for large ground motions.

Calc Number. GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 2 of 196 Date: 11/06/02 3.3 Earthquake Time Histories for Site Response Analsis Using SHAKE Since the site response is only used to get amplification factors (expressed as spectral ratios between the computed surface motion with respect to the input motion), the results are not very sensitive to selection of the input time histories, so the choice of time histories is not critical as long as they have the appropriate spectral content.

The three acceleration time histories listed below are assumed to be representative of the input motion for large magnitude earthquakes at short distances. Sets 2 and 3 are composite time histories that were developed for the evaluation of the new San Francisco-Oakland Bay Bridge (Fugro, 1998). In these composite time histories, the long duration of large magnitude earthquakes was modeled by combining two time histories (one after the other). The long duration is appropriate to represent the Cascadia subduction zone event.

Table 3.2 Time histories used for the site response analysis Set Earthquake Date EQ Distance Station Component Mag (km) 1 Tabas 9/16/78 7.4 3.0 Tabas Fault Parallel 2

El Centro &

5/19/40 7.0 8.3 El Centro #9 Fault Imperial Valley 10/15/79 6.5 1.1 El Centro #6 Parallel Composite 3

Landers 6/28/92 7.3 1.1 Lucerne Fault Composite 11.6 Joshua Tree Parallel The basis for this assumption is that the design earthquake is dominated by a magnitude 7.7 rupture of the Little Salmon fault with increased duration from the synchronous rupture with the Cascadia subduction zone (GEO.HBIP.02.04, rev 0). These time histories have a broad spectral content (Figure 3-1). The basis for selecting the fault parallel component is that there is a concern that the soil column will be overdriven by the high ground motion levels and the use of the fault normal component, with its increased long period (and therefore increased soil strains) will increase the potential for overdriving the soil column that could result in lower computed amplification factors.

3.4 Reasonableness of Site Response Analysis Under High Ground Acceleration The reasonableness of the ground response analysis results using equivalent linear procedure by SHAKE was judged based on the evaluation of maximum shear strains developed in the profiles and the smooth trend in the computed surface responses with increasing input acceleration. For each profile and each time history, the three motions were scaled from 0.1 g to 1.0g in 0.1g increment, and from 1.2g, to 1.6g in 0.2g increment to evaluate the reasonableness in the computed surface response trend with increasing acceleration levels. The basis for this assumption is that non-linear soil properties(Seed and Idriss, 1970) used by SHAKE is defined to 10% strain. Effective

Calc Number GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 3 of 196 Date: 11/06/02 strains (typically taken as 2/3 of the maximum strains) in the range of 1% to 3% is generally consider within the reasonable strain range for the equivalent linear procedure.

This, in conjunction with a reasonable trend in the computed response with increasing levels of shaking provide a good basis for the evaluating the reasonableness of ground response analysis under high accelerations.

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 4 of 196 Date: 11/06/02 2.5 -

2.0 0q C

1.5 a)

C.,.

0 0.5 0.0 _

0.01 0.1 1

10 Period (sec)

Figure 3-1 Response Spectra for Ground Motions Used in Ground Response Analysis

Calc Number: GEO.HBIP.02.06 Rev Number. 0 Sheet Number: 5 of 196 Date: 11/06/02

4. INPUTS 4.1 Median Site Profile for HBIP The shear-wave velocity for the median soil profile at HBIP is listed in Table 4-1 (White, 2002). The non-linear properties (modulus and damping curves) for an equivalent linear analysis in the ground response analysis is also listed in Table 4-1 (White, 2002).

Calc Nurnber: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 6 of 196 Date: 11/06/02 Table 4-1. HBIP Median Site Soil Profile Layer Too of Layer Density Material Shear Nunbr Layer (ft)

Thickness (pcf)

Description Wave (fi)

Velocity (ft/sec)

I 0.0

3.

125.

Clay 750.

2 3.0

3.

125.

(Pi 15) 750.

3 6.0

4.

125.

750.

4

10.

5.

125.

750.

5

15.

5.

125.

750.

6

20.

5.

125.

Clay (PI 15) 1000.

7

25.

5.

130.

Sand (20-50')

1000.

8

30.

5.

130.

Sand 1150.

9

35.

5.

130.

(20-50')

1150.

10

40.

5.

130.

1150.

1

_ 45.

5.

__130.

1150.

12

50.

S.

130.

Clay 1500.

13

55.

5.

130.

(PI 15) 1500.

_14

60.

7.5 130.

Sand 1500.

15 67.5 7.5 130.

(50-120')

1500.

16

75.

7.5 130.

1500.

17_

82.5 7.5 130.-

1500.

18

90.

10.

130.

Sand 1750.

19 100.

11.

130.

(50-120')

1750.

20 Ill.

12.

130.

1750.

21 123.-

12.-

130.

1750.

22 135.

15.

130.

Sand(120-250')

2000.

23 150.

13.

130.

Clay 1550.

24 163.

13.

130.

(PI 15) 1550.

25

--176.

_13.

130.

1550.

26 189.

13.

130.

1550.

27 202.

13.

130.

1550.

28 215.

15.

130.

Sand 1650.

29 230.

15.

130.

(120-250')

1650.

30 245.

15.

130.

1650.

31 260.

20.

130.

Sand 2000.

32 280.

20.

130.

(250-500')

2000.

33 300.

20.

130.

2000.

34 320.

20.

130.

Sand 1800.

35 340.

20.

130.

(250-500')

1800.

36 360.

20.

130.

1800.

37 380.

20.

130.

1800.

38 400.

25.

130.

Sand 1900.

39 425.

25.

130.

(250-500')

1900.

40 450.

25.

130.

2000.

41 475.

25.

130.

2000.

42 500.

25.

130.

Sand 2100.

43 525.

25.

130.

(>500')

2100.

44 550.

25.

130.

2100.

45 575.

25.

130.

2100.

46 600.

Bedrock 5000.

Calc Number: GEO.HBIP.02.06 Rev Number- 0 Sheet Number: 7 of 196 Date: 11/06/02 4.2 Scale Factors for Upper and Lower Bound Soil Profiles The upper bound and lower bound profile is given by multiplying and dividing the shear modulus by a factor of 1.5, respectively (ASCE4, 1986, page 26). This corresponds to scaling the shear-wave velocity by factors of 1.22 (square root of 1.5).

4.3 Acceleration Time Histories from Northridge Earthquake The 14 Northridge acceleration time histories from 7 strong motion stations listed in Assumption 3.2 were downloaded from PEER strong motion data base at http://peer.berkeley.edu/smcat/.

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 8 of 196 Date: 11/06/02

5. METHOD AND EQUATION

SUMMARY

5.1 Methods 5.1.1 Site-Specific Amplification Factors The amplification factors are developed using the following steps:

1. Develop Soil Profiles Develop upper bound, and lower bound soil models using the median soil profile provided in Input 4.1 and the scaling factors from Input 4.2.

2. Select Input Time Histories Select three time histories for input into SHAKE96 based on Assumption 3.3.

3. Compute Site Response Compute site response for each of the three soil profiles using each of the three input time histories using program SHAKE96. Perform multiple runs using each input time history by scaling the input peak ground acceleration (PGA) to a range of values in accordance with Assumption 3.4.

4. Evaluate Site Response Results for Over-Softening of the Soil Profile in accordance with Assumption 3.4 Evaluate the results from the SHAKE runs (maximurn strains and spectral shape) to determine if there is a consistent trend in site response from low input peak ground acceleration (PGA) to high input PGA. If there is not a consistent trend, then develop a method for extrapolating the SHAKE analysis results from moderate to high peak ACCs to very high peak accelerations.

5. Compute Site Amplification Factors Compute amplification factors as response spectral ratio of surface ground motion to the input time histories for each PGA level. Surface ground motion spectra are computed within SHAKE96; spectra of input time histories are computed with SPCTLR.

6. Average the Amplification Factors Average the amplification factors (from step 4) for the three time histories for each PGA level and for each profile.

5.1.2 Empirical Constraints to the Spectral Shape Soil site recordings from the 1994 Northridge earthquake are used to develop empirical constraints on the spectral shape for large amplitude ground motions on soil sites. The spectral shape constraints are developed using the following steps.

1. Select Time Histories

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 9 of 196 Date: 11/06/02 The representative time histories from the 1994 Northridge earthquake are selected in accordance with Assumption 3.2 and Input 4.3.

2. Compute Response Spectra The response spectrum at 5% damping is computed for each time history.

3. Compute Average Spectral Shape The spectral shape is computed for each time history by dividing the response spectra with the corresponding PGA's (approximated with the spectral acceleration at 0.Olsecond in accordance with Assumption 3.1) and the average of the spectral shapes is computed.

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 10 of 196 Date: 11/06/02 5.2 Equations 5.2.1 Amplification factors are computed as the ratio of surface response spectral acceleration to input motion spectral acceleration.

AmpFac (t) =

a=Ltj Sa-msck(t)

(5-1) where Sa (t) is pseudo-absolute acceleration (spectral acceleration) at various periods (t).

5.2.2 The calculations use a statistic that we will call the "normalized standard error".

We define this statistic as the standard error of the mean normalized by the mean.

The mean, Ad of Nvalues, xi, is defined as (Bevington, 1969)

N xxi p N (5-2)

The standard deviation, a, of Nvalues, xi, is defined as (Bevington, 1969)

(xi - Py (N-1)

(5-3)

The standard error of the mean, SE[,qu, is defined as (Bevington, 1969)

SE[>] =

(5-4)

We define the normalized SE as Normalized SE = SEi]

(5-5)

I

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 11 of 196 Date: 11/06/02

6. SOFTWARE Two computer programs were used to develop the amplification functions: SHAKE96 and SPCTLR. SHAKE96 is compatible with verified software program SHAKE96S (White, 2002); SHAKE96 was used to compute site response including dynamic soil properties, surface ground motion time histories, and response spectra of the surface ground motions. SPCTLR (GEO.DCPP.01.32) is a verified software program used to compute ground motion response spectra of the input acceleration time histories.

6.1 Program SPCTLR The response spectrum calculation program SPCTLR.EXE is used to compute the response spectra of time histories. SPCTLR.EXE was verified in calculation GEO.DCPP.01.32 in accordance with Section 4.2.1 of GEO.001 Rev. 6.

6.2 Proram SHAKE96 The program used to compute site response is SHAKE96.EXE (termed SHAKE96 throughout this calculation).

Program Name/Number: SHAKE96 Program Function: The program computes the site response of a horizontally layered soil system subjected to one-dimensional vertically propagating body waves. Input includes a soil model, dynamic soil properties (shear modulus, damping) as a function of soil strain, and acceleration time history. Output includes the soil response (uniform strains, shear moduli, and damping values for all Model layers), acceleration time histories, peak shear strains, and response spectra.

Computer Platform: The program was developed for a DOS operating system running on a pc platform and was executed in DOS on a pc platform.

Capacity and Limitations: Maximum number of ACC data points is 16,384.

Users Manual

Reference:

The SHAKE96 users manual is the same as SHAKE91 (Idriss and Sun, 1992)

Program Certification: SHAKE96 was certified for the above uses under GEO.001 Rev 6 Method 3. A test case was run to compare the results from SHAKE96 and a previously certified and accepted SHAKE96S (White, 2002). Output files from both programs are included on the calculation CD-ROM (under subdirectory "SHAKE96 Test Run") and several output parameters are compared on an Excel spreadsheet. A typical comparison, between spectral accelerations, is shown in Table 6-1. Because the differences between results of SHAKE96 and SHAKE96S are only nominal, SHAKE96 may be used for this calculation according to GEO.001 Rev 6, Section 4.2.2, Method 3.

Calc Number: GEO.HBIP.02.06 Rev Number: 0 SheetNunber: 12 of 196 Date: 11/06/02 Table 6-1. Comparison of spectral accelerations computed using verified program SHAKE96S and SHAKE96.EXE Period Percent (secL SHAKE96S SHAKE96.EXE Difference 0.01 0.19201 0.19201 0.0000 0.03 0.19169 0.19169 0.0000 0.04 0.1917 0.1917 0.0000 0.05 0.19367 0.19367 0.0000 0.06 0.1957 0.1957 0.0000 0.07 0.19552 0.19552 0.0000 0.08 0.21533 0.21533 0.0000 0.09 0.21904 0.21904 0.0000 0.1 0.23911 0.23911 0.0000 0.11 0.26758 0.26758 0.0000 0.12 0.27821 0.27821 0.0000 0.13 0.26241 0.26241 0.0000 0.14 0.27509 0.27509 0.0000 0.15 0.27009 0.27009 0.0000 0.16 0.25978 0.25978 0.0000 0.17 0.27639 0.27639 0.0000 0.18 0.25895 0.25895 0.0000 0.19 0.26791 0.26791 0.0000 0.2 0.27254 0.27254 0.0000 0.21 0.27491 0.27491 0.0000 0.22 0.27313 0.27313 0.0000 0.23 0.29866 0.29866 0.0000 0.24 0.32505 0.32505 0.0000 0.25 0.37716 0.37716 0.0000 0.26 0.42656 0.42656 0.0000 0.27 0.44557 0.44557 0.0000 0.28 0.43921 0.43921 0.0000 0.29 OA5779 0.45779 0.0000 0.3 0.46268 0.46268 0.0000 0.31 0.44963 0.44963 0.0000 0.32 0.47659 0.47659 0.0000 0.33 0.54595 0.54595 0.0000 0.34 0.60503 0.60503 0.0000 0.35 0.65076 0.65076 0.0000 0.36 0.69821 0.69821 0.0000 0.37 0.76461 0.76461 0.0000 0.38 0.79666 0.79666 0.0000 0.39 0.80748 0.80748 0.0000 0.4 0.81635 0.81635 0.0000 0.41 0.83892 0.83892 0.0000 0.42 0.8269 0.8269 0.0000 0.43 0.80722 0.80722 0.0000 0.44 0.78926 0.78926 0.0000 0.45 0.77888 0.77888 0.0000 0.46 0.7614 0.7614 _

_0.0000 0.47 0.74117 0.74117 0.48 0.7033 0.7033 0.0000

Calc Number. GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 13 of 196 Date: 11/06/02 Table 6-1. (cont) Comparison of spectral accelerations computed using verified program SHAKE96S and SHAKE96.EXE 0.49 0.6501 0.6501 0.0000 0.5 0.60276 0.60276 0.0000 0.51 0.57675 0.57675 0.0000 0.52 0.57802 0.57802 0.0000 0.53 0.5937 0.5937 0.0000 0.54 0.61083 0.61083 0.0000 0.55 0.6035 0.6035 0.0000 0.56 0.58431 0.58431 0.0000 0.57 0.54511 0.54511 0.0000 0.58 0.51138 0.51138 0.0000 0.6 0.45241 0.45241 0.0000 0.62 0.43985 0.43985 0.0000 0.64 0.46379 0.46379 0.0000 0.66 0.47641 0.47641 0.0000 0.68 0.45701 0.45701 0.0000 0.7 0.41483 0.41483 0.0000 0.72 0.37998 0.37998 0.0000 0.74 0.3347 0.3347 0.0000 0.76 0.28821 0.28821 0.0000 0.78 0.25317 0.25317 0.0000 0.8 0.23135 0.23135 0.0000 0.82 0.21926 0.21926 0.0000 0.84 0.21067 0.21067 0.0000 0.86 0.20206 0.20206 0.0000 0.88 0.19994 0.19994 0.0000 0.9 0.20349 0.20349 0.0000 0.92 0.20483 0.20483 0.0000 0.94 0.20296 0.20296 0.0000 0.96 0.19864 0.19864 0.0000 0.98 0.19387 0.19387 0.0000 1

0.1882 0.1882 0.0000 1.05 0.17271 0.17271 0.0000 1.1 0.16299 0.16299 0.0000 1.15 0.15839 0.15839 0.0000 1.2 0.15122 0.15122 0.0000 1.25 0.13815 0.13815 0.0000 1.3 0.12284 0.12284 0.0000 1.35 0.10606 0.10606 0.0000 1.4 0.08937 0.08937 0.0000 1.45 0.0894 0.0894 0.0000 1.5 0.08476 0.08476 0.0000 1.55 0.07987 0.07987 0.0000 1.6 0.07656 0.07656 0.0000 1.65 0.07291 0.07291 0.0000 1.7 0.06984 0.06984 0.0000 1.75 0.06764 0.06764 0.0000 1.8 0.06612 0.06612 0.0000 1.85 0.06495 0.06495 0.0000 1.9 0.06393 0.06393 0.0000

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 14 of 196 Date: 11/06/02 Table 6-1. (cont) Comparison of spectral accelerations computed using verified program SHAKE96S and SHAKE96.EXE 1.95 0.06256 0.06256 0.0000 2

0.0608 0.0608 0.0000 2.05 0.05887 0.05887 0.0000 2.1 0.0567 0.0567 0.0000 2.15 0.05462 0.05462 0.0000 2.2 0.05241 0.05241 0.0000 2.25 0.05184 0.05184 0.0000 2.3 0.05234 0.05234 0.0000 2.35 0.05245 0.05245 0.0000 2.4 0.05201 0.05201 0.0000 2.5 0.04945 0.04945 0.0000 2.6 0.04548 0.04548 0.0000 2.7 0.04171 0.04171 0.0000 2.8 0.03766 0.03766 0.0000 2.9 0.0354 0.0354 0.0000 3

0.03277 0.03277 0.0000 3.1 0.02891 0.02891 0.0000 3.2 0.02633 0.02633 0.0000 3.3 0.02567 0.02567 0.0000 3.4 0.02466 0.02466 0.0000 3.5 0.02324 0.02324 0.0000 3.6 0.02141 0.02141 0.0000 3.7 0.01935 0.01935 0.0000 3.8 0.01834 0.01834 0.0000 3.9 0.01722 0.01722 0.0000 4

0.01606 0.01606 0.0000 4.1 0.0149 0.0149 0.0000 4.2 0.0138 0.0138 0.0000 4.3 0.01278 0.01278 0.0000 4.4 0.01186 0.01186 0.0000 4.5 0.0111 0.0111 0.0000 4.6 0.01065 0.01065 0.0000 4.7 0.01025 0.01025 0.0000 4.8 0.00991 0.00991 0.0000 4.9 0.00961 0.00961 0.0000 5

0.00961 0.00961 0.0000 5.1 0.00982 0.00982 0.0000 5.2 0.0099 0.0099 0.0000 5.4 0.00988 0.00988 0.0000 5.6 0.00976 0.00976 0.0000 5.8 0.00928 0.00928 0.0000 6

0.00877 0.00877 0.0000 6.2 0.00862 0.00862 0.0000 6.4 0.00809 0.00809 0.0000 6.6 0.00754 0.00754 0.0000 6.8 0.00697 0.00697 0.0000 7

0.00656 0.00656 0.0000

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 15 of 196 Date: 11/06/02 Table 6-1. (cont) Comparison of spectral accelerations computed using verified program SHAKE96S and SHAKE96.EXE 7.2 0.00619 0.00619 0.0000 7.4 0.00569 0.00569 0.0000 7.6 0.00532 0.00532 0.0000 7.8 0.00483 0.00483 0.0000 8

0.00447 0.00447 0.0000 8.5 0.0037 0.0037 0.0000 9

0.00295 0.00295 0.0000 9.5 0.00231 0.00231 0.0000 10 0.002 0.002 0.0000

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 16 of 196 Date: 11/06/02

7. BODY OF CALCULATIONS 7.1 Site-Specific Amplification Factors 7.1.1 Step 1: Develop Soil Profiles The soil profile for the median case is given in Table 4-1. Using Input 4.2, the shear-wave velocity for the upper bound and lower bound profiles are developed by scaling the median shear-wave velocity by a factor of sqrt(l.5) and 1/sqrt(1.5), respectively. The resulting upper bound and lower bound velocity profiles are listed in Table 7-1.

7.1.2 Step 2: Select Input Time Histories The input time histories for the site response are selected using Assumption 3.3. The digital values of the time histories are given on the enclosed CD under subdirectory "inpuLth" (Enclosure 1).

7.1.3 Step 3: Compute Site Response The three soil profiles and the three input time histories are used as input to SHAKE96 site response analyses.

Each time history is scaled to 13 different levels of input PGA (0.1 g, 0.2g, 0.3g, 0.4g, 0.5g, 0.6g, 0.7g, 0.8g, 0.9g, 1.0g, 1.2g, 1.4g, and 1.6g). Table 7-2 summarizes the run permutations. All input and output files used in the calculations are included on the calculation CD-ROM under subdirectories with names ending with " runs" (Enclosure 1).

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 17 of 196 Date: 11/06/02 Table 7-1. SHAKE dynamic model Layer Top of Layer Density Material Shear Wave Velocty (fUlsec)

Number Layer (ft) Thickness (pcf)

Description Median Lower Upper (ft) _

Profile Bound Bound I1 I

0.0

3.

125.

Clay 750.

615.

915.

2 3.0

3.

125.

(PI 15) 750.

615.

915.

3 6.0

4.

125.

750.

615.

915.

4

10.

5.

125.

750.

615.

915.

5

15.

5.

125.

750.

615.

915.

6

20.

5.

125.

Clay (PI 15) 1000.

820.

1220.

7

25.

5.

130.

Sand (20-50')

1000.

820.

1220.

8

30.

5.

130.

Sand 1150.

943.

1403.

9

35.

5.

130.

(20-50')

1150.

943.

1403.

t0

40.

5.

130.

1150.

943.

1403.

11

45.

5.

130.

1150.

943.

1403.

12

50.

5.

130.

Clay 1500.

1230.

1830.

13

55.

5.

130.

(PI 15) 1500.

1230.

1830.

14

60.

7.5 130.

Sand 1500.

1230.

1830.

15 67.5 7.5 130.

(50-120')

1500.

1230.

1830.

16

75.

7.5 130.

1500.

1230.

1830.

17 82.5 7.5 130.

1500.

1230.

1830.

18

90.

10.

130.

Sand 1750.

1434.

2135.

19 100.

11.

130.

(50-120')

1750.

1434.

2135.

20 111.

12.

130.

1750.

1434.

2135.

21 123.

12.

130.

1750.

1434.

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22 135.

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Sand (120-250')

2000.

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23 150.

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Clay 1550.

1270.

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24 163.

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(PI 15) 1550.

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25 176.

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28 I

215.

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Sand 1650.

1352.

2013.

29 230.

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(120-250')

1650.

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30 245.

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31 260.

20.

130.

Sand 2000.

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32 280.

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(250-500')

2000.

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33 300.

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34 320.

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Sand 1800.

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2196.

35 340.

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(250-500')

1800.

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36 360.

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Sand 1900.

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Sand 2100.

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(> 500')

2100.

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44 550.

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6100.

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 18 of 196 Date: 11/06/02 Table 7-2. Matrix of input parameters for SHAKE96 computations Profile Input Time History Input pga (W)

Median Magnitude 7.8 (Sets 1, 2, and 3) 0.1, 0.2, 0.3, 0.4, 0.5, 0.6, 0.7,0.8, 0.9, 1.0, 1.2, 1.4, 1.6 Lower Bound Magnitude 7.8 (Sets 1, 2, and 3) 0.1,0.2,0.3,0.4, 0.5, 0.6, 0.7, 0.8, 0.9, 1.0, 1.2,1.4,1.6 Upper Bound Magnitude 7.8 (Sets 1, 2, and 3) 0.1, 0.2,0.3, 0.4,0.5, 0.6, 0.7,0.8, 0.9, 1.0, 1.2,1.4, 1.6 7.1.4 Step 4: Evaluation of SHAKE Runs at Hih Ground Motion Levels The SHAKE runs at high input ground motion levels are evaluated in two ways. First, the maximum strains are checked. Second, the evolution of the spectral shape as a function of the input ground motion level is checked.

Maximum shear strains for the three time histories used to compute the amplification factors are listed in Table 7-3. These values are plotted in Figures 7-1 through 7-9 for input excitations of 0.6g through 1.6 g with 0.2g increment and the peak maximum strains (largest of the maximum strains) averaged over the three earthquakes are shown in Fig. 7-10 for input accelerations varying from O.lg to 1.6g. For all earthquakes, the maximum shear strains developed within each profile change in a regular manner. The peak maximum shear strains gradually increase with increasing acceleration levels without abnormal or abrupt trends. This is evidence that SHAKE96 computations are not breaking down with increasingly large levels of ground motion for this case. The effective shear strain is typically taken as 2/3 of the maximum shear strain and with maximum shear strain of 2.5% or effective strain of 1.6%, the equivalent linear approach is expected to perform well as in this strain range. This is also evident from the smooth change in peak surface accelerations with increasing input motions for all three profiles.

The response spectra shapes were computed by normalizing the spectra computed in SHAKE96 by the surface motion PGA (PGA values are listed in Table 7-4). The spectral shapes for each case are given in Appendix A. The average shapes for each profile are listed in Table 7-5 through 7-7 and plotted in Figures 7-11 through 7-13 for input accelerations above 0.6g. These plots shows that the spectral shapes evolve regularly to longer period with increasing levels of input pga with no dramatic changes in frequency content. This is further evidence that the equivalent linear method is still appropriate at these levels of input motion.

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 19 of 196 Date: 11/06/02 Table 7-3. Maximum shear strains (%) for three M7.8 earthquakes Input Earthquake 1 Earthquake 2 Earthquake 3 pga Median Lower Upper Median Lower Upper Median Lower Upper

(. )

Profile Bound Bound Profile Bound Bound Profile Bound Bound 0.1g 0.022 0.032 0.016 0.021 0.033 0.022 0.028 0.040 0.020 0.2g 0.050 0.073 0.038 0.053 0.077 0.045 0.070 0.081 0.047 0.3g 0.081 0.116 0.066 0.101 0.124 0.069 0.133 0.130 0.082 0.4g 0.118 0.157 0.098 0.164 0.189 0.090 0.189 0.182 0.125 0.5g 0.173 0.204 0.130 0.232 0.271 0.115 0.242 0.248 0.180 0.6g 0.229 0.301 0.163 0.306 0.381 0.152 0.308 0.352 0.249 0.7R 0.289 0.474 0.199 0.385 0.481 0.214 0.414 0.503 0.339 0.8g 0.350 0.602 0.243 0.452 0.513 0.301 0.491 0.612 0.450 0.9g 0.417 0.756 0.299 0.488 0.650 0.440 0.533 0.734 0.507 1.Og 0.470 0.954 0.379 0.541 0.803 0.536 0.608 0.884 0.571 1.2g 0.599 1.634 0.532 0.680 1.238 0.716 0.775 1.492 0.710 1.4g 0.863 2.034 0.643 0.833 1.738 0.896 1.157 1.897 0.901 1.6g 1.510 2.560 0.746 0.955 1.977 1.033 1.726 2.242

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 20 of 196 Date: 11/06/02 Figure 7-1. Depth dependence of maximum strains (%), median profile, Ground Motion Set Maximum Shear Strain 0

0.2 0.4 0.6 0.8 1

1.2 1.4 1.6

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 21 of 196 Date: 11/06/02 Figure 7-2. Depth dependence of maximum strains, median profile, ground motion set 2 Maximum Shear Strain 0

0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1

100-200 3-am CD

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 22 of 196 Date: 11/06/02 Depth dependence of maximum strains (%/o), median profile, ground motion Figure 7-3.

set 3 Maximum 0

0.2 0.4 0.6 0.8 Shear Strain 1

1.2 1.4 1.6 1.8

Calc Number: GEO.HBIP.02.06 Rev Number 0 Sheet Number: 23 of 196 Date: 11/06/02 Figure 74. Depth dependence of maximum strains (%), lower bound profile, ground motion set 1 Maximum Shear Strain 0

0.5 1

1.5 2

2.5 3

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 24 of 196 Date: 11/06/02 Figure 7-5. Depth dependence of maximum strains, lower bound profile, ground motion set 2 Maximum Shear Strain 0

0.2 0.4 0.6 0.8 1

1.2 1.4 1.6 1.8 2

0o-E 100-200 C

it,;

=

300

Calc Number. GEO.HBIP.02.06 Rev Number: 0 Sheet Number 25 of 196 Date: 11/06/02 Figure 7-6. Depth dependence of maximum strains (%), lower bound profile, ground motion set 3 Maximum Shear Strain 0

0.5 1

1.5 2

2.5

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 26 of 196 Date: 11/06/02 Figure 7-7. Depth dependence of maximum strains (%), upper bound profile, ground motion set 1 Maximum Shear Strain 0

0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 27 of 196 Date: 11/06/02 Figure 7-8. Depth dependence of maximum strains, upper bound profile, ground motion set 2 Maximum Shear Strain 0

0.2 0.4 0.6 0.8 1

1.2

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 28 of 196 Date: 11/06/02 Figure 7-9. Depth dependence of maximum strains (%), upper bound profile, ground motion set 3 Maximum Shear Strain 0

0.2 0.4 0.6 0.8 1

1.2

Calc Number: GEO.HBEP.02.06 Rev Number: 0 Sheet Number: 29 of 196 Date: 11/06/02 Figure 7-10. Dependence of peak maximum strains (%), averaged over three input earthquakes, on input pga 2.5-Median Profile 2-Lower Bound A Upper Bound CD E

0.6 0.8 1

Input Motion PGA (g)

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 30 of 196 Date: 11/06/02 Table 7-4. Surface motion peak ground accelerations (approximated by spectral acceleration at 0.01 sec period; see assumption 3. 1; in g)

Input PGA Median Lower Upper Earthquak Profle Bound Bound 1

0.6 0.675 0.513 0.805 1

0.8 0.800 0.495 0.985 1

1.0 0.855 0.494 1.088 1

1.2 0.890 0.483 1.114 1

1.4 0.880 0.493 1.226 1

1.6 0.872 0.538 1.304 2

0.6 0.592 0.574 0.616 2

0.8 0.762 0.610 0.663 2

1.0 0.894 0.626 0.790 2

1.2 0.991 0.613 0.943 2

1.4 1.056 0.609 1.095 2

1.6 1.088 0.642 1.251 3

0.6 0.571 0.532 0.758 3

0.8 0.683 0.563 0.938 3

1.0 0.877 0.583 1.059 3

1.2 0.957 0.595 1.141 3

1.4 0.976 0.619 1.231 3

1.6 0.959 0.659 1.347

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 31 of 196 Date: 11/06/02 Table 7-5. Average normalized spectral accelerations for median profile (average of time histories: Set 1, Set 2, and Set 3>

Period Input PGA (see) 0.6u 0.3 1.02 1.2 1.42 1.6 L 0.01 1.000 1.000 1.000 W.000 1.000 1.000 0.03 1.005 1.004 1.003 1.003 1.003 1.003 0.04 1.010 1.007 1.006 1.006 1.005 1.005 0.05 1.017 1.012 1.010 1.009 1.008 1.008 0.06 1.028 1.019 1.015 1.014 1.012 1.011 0.07 1.033 1.024 1.019 1.018 1.017 1.015 0.08 1.049 1.022 1.020 1.021 1.021 1.020 0.09 1.122 1.073 1.047 1.038 L.032 1.028 0.10 1.213 1.130 1.073 1.058 1.047 1.040 0.11 1.234 1.142 1.054 1.052 1.048 1.044 0.12 1.335 1.182 1.077 1.053 1.047 1.045 0.13 1.356 1.211 1.083 1.059 1.051 1.049 0.14 1.446 1.231 1.084 1.053 1.048 1.054 0.15 i

1.577 1.320 1.106 1.066 1.060 1.059 0.16 1.737 1.423 1.211 1.144 1.122 1.108 0.17 1.855 1.536 1.331 1.228 1.183 1.164 0.18 1.877 1.654 1.442 1.318 1.255 1.180 0.19 2.048 1.772 1.498 1.390 1.321 1.269 0.20 2.236 1.953 1.697 1.560 1.472 1.420 0.21 2.314 2.085 1.808 1.670 1.572 1.510 0.22 2.436 2.174 1.909 1.774 1.673 1.590 0.23 2.484 2.208 1.944 1.827 1.738 1.644 0.24 2.547 2.282 2.065 1.943 1.857 1.783 0.25 2.656 2.385 2.108 1.993 1.914 1.844 0.26 2.719 2.384 2.136 2.025 1.932 1.850 0.27 2.773 2.466 2.125 1.995 1.909 1.849 0.28 2.946 2.559 2.190 2.074 1.981 1.907 0.29 3.022 2.599 2.248 2.139 2.047 1.972 0.30 3.084 2.702 2.318 2.200 2.116 2.046 0.31 3.167 2.765 2.415 2.294 2.213 2.153 0.32 3.052 2.722 2.392 2.286 2.221 2.173 0.33

- 2.961 2.640 2.333 2235 2.165 2.122 0.34 3.058 2.769 2.402 2.310 2.257 2.217 0.35 3.087 2.792 2.491 2.408 2.345 2.311 0.36 2.862 2.794 2.540 2.465 2.418 2.384 0.37 2.826 2.848 2.590 2.547 2.510 2.486 0.38 2.815 2.874 2.714 2.664 2.629 2.609 0.39 2.794 2.923 2.750 2.719 2.712 2.736 0.40 2.706 2.875 2.821 2.824 2.845 2.871 0.41 2.587 2.854 2.884 2.944 2.968 2.985 0.42 2.479 2.761 2.916 2.997 3.034 3.051 0.43 2.349 2.647 2.845 2.943 2.994 3.023 0.44 2.208 2.454 2.681 2.838 2.929 2.967 0.45 2.053 2.263 2.508 2.697 2.823 2.884 0.46 2.067 2.144 2.418 2.651 2.779 2.835 0.47 2.041 2.110 2.253 2.513 2.692 2.786 0.48 2.073 2.070 2.195 2.410 2.587 2.676 0.49 2.121 2.039 2.171 2.354 2.529 2.647 0.50 2.098 2.030 2.136 2.318 2.465 2.521

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 32 of 196 Date: 11/06/02 Table 7-5 (cont)

Pcod Input PGA (sec) 0.6 l 0.8 g 1.02 i 1.2 e

1.42 1.6 X 0.51 2.086 1.979 2.076 2.251 2.389 2.440 0.52 2.070 1.913 1.991 2.153 2.284 2.336 0.53 2.135 1.954 1.963 2.071 2.205 2.265 0.54 2.185 2.008 2.026 2.136 2.232 2.270 0.55 2.225 2.048 2.052 2.160 2.233 2.271 0.56 2.265 2.111 2.054 2.163 2.227 2.25 0.57 2.247 2.129 2.071 2.151 2.212 2.176 0.58 2.289 2.108 2.059 2.132 2.202 2201 0.60 2.344 2.178 2.054 2.089 2.177 2.199 0.62 2.377 2.236 2.084 2.099 2.125 2.072 0.64 2.444 2.338 2.206 2.206 2.188 2.110 0.66 2.406 2.368 2.293 2.336 2.337 2.229 0.68 2.244 2.244 2.222 2.281 2.303 2.216 0.70 2.090 2.180 2.199 2.246 2.240 2.143 0.72 2.081 2.192 2.221 2.271 2.276 2.177 0.74 2.028 2.142 2.173 2.228 2.244 2.184 0.76 1.977 2.062 2.107 2.184 2.235 2.204 0.78 1.900 1.984 2.027 2.145 2.255 2.231 0.80 1.44 1.944 2.033 2.181 2.298 2.282 0.82 1.797 1.910 2.011 2.165 2.287 2.279 0.84 1.690 1.812 1.925 2.083 2.216 2.256 0.86 1.663 1.783 1.916 2.081 2.222 2.270 0.88 1.600 1.705 1.838 2.002 2.143 2.196 0.90 1.529 1.594 1.722 1.878 2.017 2.076 0.92 1.486 1.537 1.647 1.799 1.941 2.013 0.94 1.521 1.569 1.646 1.778 1.945 2.079 0.96 1.546 1.601 1.677 1.812 1.979 2.115 0.98 1.531 1.589 1.660 1.791 1.955 2.090 1.00 1.504 1.561 1.624 1.750 1.909 2.042 1.05 1.451 1.492 1.543 1.659 1.810 1.946 1.10 1.461 1.438 1.467 1.554 1.675 1.805 1.15 1.516 1.503 1.504 1.573 1.676 1.808 1.20 1.574 1.576 1.561 1.602 1.665 1.740 1.25 1.559 1.578 1.575 1.627 1.691 1.756 130 1.564 1.592 1.603 1.668 1.749 1.824 135 1.619 1.603 1.604 1.655 1.725 1.785 1.40 1.636 1.605 1.576 1.615 1.680 1.734 IAS 1.630 1.651 1.606 1.610 1.655 1.692 1.50 1.559 1.592 1.575 1.613 1.662 1.693 1.55 1.503 1.582 1.594 1.647 1.705 1.743 1.60 1.502 1.587 1.585 1.631 1.693 1.733 1.65 1.516 1.619 1.618 1.631 1.666 1.708 1.70 I.454 1.566 1.573 1.580 1.633 1.691 1.75 1.355 1.475 1.503 1.547 1.612 1.668 1.80 1.296 1.440 1.497 1.567 1.632 1.698 1.85 1.271 1.419 1.485 1.576 1.668 1.741 1.90 1.218 1.371 1.450 1542 1.632 1.730 1.95 U148 1.292 1.368 1.467 1596 1.708 2.00 1.066 1.211 1.297 1.435 1.593 1.27 2.05 1.011 I.175 1.286 1.422 1.571 1.699 2.10 1 0.943

!.097 1.206 1.344 1.484 1.591 2.15 0.884 1.017 1.114 1.242 1391 1.549

Calc Number GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 33 of 196 Date: 11/06/02 Table 7-5 (cont)

Period In PGA sec 0.6g (se) 0.6.

(see) 0.6 sec 2.20 0.839 0.962 1.054 1.186 1.355 1.526 2.25 0.799 0.919 1.010 1.147 1.323 1.491 2.30 0.757 0.874 0.965 1.109 1.279 1.448 2.35 0.712 0.828 0.922 1.061 1.225 1.386 2.40 0.667 0.780 0.873 1.005 1.163 1.325 2.50 0.600 0.704 0.789 0.909 1.062 1.223 2.60 0.572 0.670 0.749 0.864 1.012 1.176 2.70 0.513 0.604 0.681 0.790 0.932 1.091 2.80 0.464 0.539 0.606 0.705 0.835 0.983 2.90 0.424 0.484 0.538 0.622 0.737 0.867 3.00 0.405 0.460 0.511 0.591 0.697 0.816 3.10 0.393 0.441 0.484 0.559 0.661 0.776 3.20 0.371 0.419 0.459 0.527 0.623 0.748 3.30 0.342 0.388 0.430 0.495 0.586 0.696 3.40 0.338 0.385 0.425 0.487 0.571 0.672 3.50 0.325 0.372 0.411 0.473 0.558 0.655 3.60 0.295 0.337 0.374 0.433 0.513 0.607 3.70 0.272 0.310 0.344 0.396 0.466 0.553 3.80 0.261 0.298 0.331 0.380 0.445 0.520 3.90 0.254 0.291 0.324 0.373 0.439 0.516 4.00 0.239 0.276 0.308 0.357 0.423 0.500 4.10 0.223 0.252 0.279 0.324 0.387 0.461 4.20 0.197 0.223 0.249 0.293 0.350 0.415 4.30 0.187 0.212 0.236 0.276 0.329 0.389 4.40 0.179 0.200 0.222 0.260 0.311 0.369 4.50 0.175 0.192 0.211 0.245 0.292 0.348 4.60 0.171 0.191 0.208 0.235 0.277 0.331 4.70 0.171 0.191 0.208 0.235 0.272 0.320 4.80 0.165 0.184 0.199 0.224 0.261 0.308 4.90 0.162 0.180 0.195 0.220 0.252 0.298 5.00 0.154 0.173 0.188 0.212 0.243 0.284 5.10 0.145 0.163 0.178 0.201 0.232 0.268 5.20 0.137 0.155 0.169 0.193 0.225 0.263 5.40 0.127 0.144 0.158 0.182 0.213 0.250 5.60 0.109 0.120 0.132 0.151 0.179 0.212 5.80 0.107 0.117 0.127 0.142 0.164 0.189 6.00 0.104 0.115 0.124 0.140 0.162 0.187 6.20 0.097 0.106 0.115-0.130 0.151 0.176 6.40 0.093 0.103 0.110 0.124 0.143 0.165 6.60 0.087 0.096 0.104 0.118 0.137 0.159 6.80 0.082 0.091 0.098 0.111 0.129 0.151 7.00 0.079 0.088 0.095 0.108 0.124 0.144 7.20 0.076 0.085 0.092 0.103 0.119 0.138 7.40 0.073 0.079 0.085 0.096 0.112 0.130 7.60 0.069 0.076 0.081 0.090 0.104 0.120 7.80 0.064 0.070 0.075 0.084 0.097 0.112 8.00 0.057 0.063 0.068 0.077 0.089 0.103 8.50 0.049 0.054 0.058 0.065 0.074

.084 9.00 0.046 0.051 0.054 0.061 0.070 0.080 9.50 0.042 0.046 0.049 0.055 0.063 0.072 10.00 0.036 0.040 0.043 0.048 0.055 0.063

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 34 of 196 Date: 11/06/02 Table 7-6. Average normalized spectral accelerations for lower bound profile (average of time histories Set 1, Set 2, and Set 3)

Period InpU PGA (sec) 0.6f 0X g 1.0 1.2 1.4 1.6 0.01 1.000 1.000 1.000 1.000 1.000 1.000 0.03 1.004 1.004 1.003 1.002 1.002 1.002 0.04 1.007 1.007 1.005 1.004 1.003 1.003 0.05 1.012 1.011 1.008 1.006 1.005 1.005 0.06 1.019 1.016 1.012 1.009 1.007 1.007 0.07 1.025 1.023 1.016 1.013 1.010 1.010 0.08 1.032 1.031 1.020 1.016 1.013 1.013 0.09 1.058 1.046 1.028 1.023 1.016 I 1.016 0.10 1.078 1.058 1.041 1.028 1.019 1.019 0.11 1.103 1.079 1.048 1.038 1.023 1.024 0.12 1.121 1.085 1.046 1.040 1.026 1.027 0.13 1.116 1.078 1.057 1.049 1.036 1.030 0.14 1.133 1.099 1.078 1.068 1.043 1.037 0.15 1.182 1.141 1.114 1.096 1.050 1.043 0.16 1.224 1.170 1.148 1.123 1.066 1.047 0.17 1.358 1.251 1.183 1.167 1.129 1.090 0.18 1.491 1.366 1.238 1.222 1.186 1.111 0.19 1.582 1.441 1.333 1.261 1.194 1.148 0.20 1.789 1.665 1.536 IAIS 1.272 1.150 0.21 1.947 1.792 1.643 1.514 1.360 1.200 0.22 2.068 1.914 1.726 1561 1.407 1.302 0.23 2.150 1.999 1.810 1.638 1526 1.399 0.24 2.211 2.091 1.922 1.791 1.658 1.505 0.25 2.280 2.178 2.012 1.869 1.708 1.540 0.26 2.324 2.241 2.086 1.952 1.779 1.573 0.27 2.303 2.197 2.081 1.985 1.858 1.652 0.28 2.372 2.296 2.184 2.099 1.969 1.766 0.29 2.427 2.359 2.252 2.169 2.040 1.837 0.30 2.415 2.358 2.261 2.185 2.063 1.868 0.31 2.463 2.447 2.349 2.200 2.057 1.871 0.32 2.480 2.484 2.407 2.275 2.106 1.865 0.33 2.505 2.464 2.409 2.304 2.140 1.912 0.34 2.593 2.514 2.451 2.348 2.189 1.961 0.35 2.678 2.605 2.546 2.418 2.252 2.010 0.36 2.765 2.696 2.644 2.517 2.348 2.098 0.37 2.835 2.748 2.694 2.579 2.409 2.201 0.38 2.939 2.855 2.789 2.665 2.487 2.240 0.39 3.015 3.006 2.934 2.723 2.514 2.261 0.40 3.227 3.184 3.102 2.878 2.600 2.319 0.41 3.362 3.355 3.260 3.004 2.689 2.391 0.42 3A36 3.453 3.372 3.102 2.766 2.468 0.43 3.391 3.429 3.368 3.117 2.775 2.490 0.44 3.313 3.373 3.317 3.090 2.787 2.542 0.45 3.214 3.360 3.366 3.225 3.007 2.755 0.46 3.176 3.372 3.444 3.349 3.164 2.880 0.47 3.072 3.325 3.437 3.432 3.273 2.984 0.48 2.969 3.269 3.430 3.497 3.386 3.097 0.49 2.900 3.221 3.389 3.461 3.369 3.131 0.50 2.706 3.056 3.246 3.350 3.292 3.089

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number 35 of 196 Date: 11/06/02 Period In ut PGA (sec) 0.6 (sec) 0.6 (sec) 0.6 (see) 0.51 2.602 2.917 3.103 3.220 3.202 3.033 0.52 2.481 2.794 2.982 3.109 3.101 2.955 0.53 2.390 2.700 2.897 3.043 3.068 2.978 0.54 2.333 2.621 2.853 3.067 3.147 3.082 0.55 2.334 2.627 _2.866 3.089 3.178 3.116 0.56 2.284 2.577 2.820 3.050 3.147 3.104 0.57 2.219 2.482 2.726 2.960 3.103 3.126 0.58 2.172 2.358 2.626 2.917 3.082 3.120 0.60 2.134 2.359 2.559 2.831 3.064 3.169 0.62 2.047 2.166 2.334 2.572 2.798 2.909 0.64 2.122 2.188 2.298 2.498 2.678 2.811 0.66 2.213 2.206 2.250 2.430 2.634 2.773 0.68 2.174 2.181 2.197 2.308 2.457 2.561 0.70 2.171 2.156 2.156 2.232 2.353 2.470 0.72 2.207 2.184 2.191 2.255 2.294 2.377 0.74 2.180 2.192 2.195 2.265 2.287 2.288 0.76 2.124 2.205 2.169 2.234 2.266 2.247 0.78 2.134 2.231 2.228 2.249 2.242 2.183 0.80 2.165 2.273 2.267 2.295 2.291 2.226 0.82 2.146 2.265 2.276 2.314 2.312 2.248 0.84 2.057 2.279 2.313 2.344 2.342 2.275 0.86 2.037 2.280 2.319 2.360 2.353 2.288 0.88 1.952 2.192 2.243 2.315 2.297 2.240 0.90 1.822 2.062 2.144 2.242 2.229 2.163 0.92 1.735 1.993 2.137 2.228 2.219 2.132 0.94 1.703 2.055 2.232 2.303 2.248 2.155 0.96 1.712 2.090 2.271 2.343 2.281 2.157 0.98 1.687 2.061.

2.248 2.329 2.267 2.139 1.00 1.641 2.018 2.247 2.328 2.257 2.121 1.05 1.536 1.897 2.145 2.316 2.308 2.196 1.10 1.412 1.724 1.987 2.225 2.329 2.265 1.15 1.389 1.713 1.996 2.266 2.387 2.342 1.20 1.365 1.610 1.869 2.138 2.287 2.315 1.25 1.376 1.571 1.749 L996 2.193 2.285 1.30 1.428 1.646 1.829 2.060 2.272 2.379 1.35 1.405 1.599 1.756 1.978 2.166 2.258 1.40 1.362 1.547 1.700 1.893 2.046 2.097 1.45 1.344 1.497 1.639 1.822 1.965 2.012 1.50 1.348 1.503 1.641 1.804 1.938 1.992 1.55 1.386 1.536 1.650 1.823 1.944 1979 1.60 1.368 1.521 1.627 1.789 1.904 1.924 1.65 1.337 1.492 1.599 1.759 1.876 1.897 1.70 1.329 1.488 1.597 1.741 1.844 1.858 1.75 1.312 1.464 1.579 1.717 1.817 1.830 1.80 1.327 1.489 1.603 1.737 1.835 1.47 1.85 1.343 1.522 1.641 1.765 1.851 1.865 1.90 1311 1.525 1.660 1.798 1.886 1.888 1.95 1283 1.532 1.670 1.811 1.901 1.908 2.00 1.289 1.547 1.682 1.836 1.950 1.967 2.05 1.272 1.515 1.662 1.816 1.934 1.956 2.10 1.196 1.426 1.613 1.770 1.853 1.874 2.15 1.108 1.401 1.596 1.747 1.843 1.852

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 36 of 196 Date: 11/06/02 Period Inut PGA (sec) 0.6 l (se) 0.6 (sec) 0.6 l (sec) 2.20 1.080 1.383 1.579 1.737 1.835 1.848 2.25 1.054 1.361 1.579 1.746 1.834 1.843 2.30 1.019 1.321 1.533 1.701 1.805 1.829 2.35 0.975 1.254 1.464 1.661 1.786 1.814 2.40 0.923 1.205 1.426 1.624 1.761 1.792 2.50 0.842 1.115 1.336 1.545 1.685 1.721 2.60 0.802 1.075 1.309 1.525 1.659 1.680 2.70 0.736 0.998 1.225 1.448 1.608 1.650 2.80 0.658 0.900 1.122 1.356 1.524 1.581 2.90 0.580 0.794 1.018 1.291 1.515 1.604 3.00 0.547 0.742 0.961 1.237 1.458 1.554 3.10 0.516 0.707 0.925 1.189 1.422 1.548 3.20 0.486 0.683 0.892 1.136 1.356 1.478 3.30 0.457 0.637 0.834 1.057 1.261 1.374 3.40 0.447 0.612 0.776 0.992 1.189 1.314 3.50 0.435 0.594 0.754 0.946 1.130 1.247 3.60 0.400 0.553 0.704 0.886 1.050 1.160 3.70 0.364 0.503 0.644 0.812 0.968 1.069 3.80 0.345 0.468 0.602 0.763 0.922 1.020 3.90 0.340 0.465 0.590 0.740 0.901 1.003 4.00 0.327 OA52 0.578 0.725 0.874 0.976 4.10 0.299 0.418 0.539 0.679 0.821 0.911 4.20 0.271 0.377 0.487 0.619 0.751 0.835 4.30 0.254 0.351 0.448 0.569 0.693 0.777 4.40 0.240 0.334 0.426 0.539 0.656 0.737 4.50 0.225 0.313 0.405 0.514 0.625 0.700 4.60 0.213 0.297 0.386 0.491 0.588 0.659 4.70 0.210 0.285 0.368 0.469 0.563 0.624 4.80 0.201 0.276 0.351 0.442 0.532 0.590 4.90 0.196 0.267 0.341 0.428 0.506 0.557 5.00 0.189 0.255 0.328 0.413 0.490 0.536 5.10 0.180 0.240 0.309 0.391 0.464 0.510 5.20 0.174 0.236 0.300 0.376 0.446 0.489 5.40 0.165 0.224 0.286 0.360 0.428 0.472 5.60 0.138 0.191 0.247 0.313 0.376 0.417 5.80 0.127 0.168 0211 0.264 0.312 0.347 6.00 0.125 0.166 0.208 0.258 0.304 0.332 6.20 0.117 0.157 0.197 0.246 0.289 0.316 6.40 0.110 0.146 0.183 0.227 0.266 0.288 6.60 0.105 0.141 0.177 0.219 0.256 0.279 6.80 0.099 0.134 0.169 0.209 0.246 0.269 7.00 0.096 0.128 0.162 0.202 0.239 0.261 7.20 0.092 0.122 0.153 0.192 0.228 0.251 7.40 0.086 0.115 0.144 0.177 0.208 0.227 7.60 0.080 0.106 0.132 0.164 0.193 0.210 7.80 0.074 0.099 0.124

-0.154 0.182 0.198 8.00 0.068 0.091 0.115 0.143 0.169 0.184 8.50 0.057 0.075 0.092 0.112 0.133 0.145 9.00 0.054 0.071 0.088 0.107 0.124 0.133 9.50 0.049 0.064 0.079 0.095 0.110 0.119 10.00 0.043 0.056 0.070 0.085 0.098 0.106

Calc Number-GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 37 of 196 Date: 11/06/02 Table 7-7. Average normalized spectral accelerations for upper bound profile (average of time histories Set 1, Set 2, and Set 3)

Period InPUt PGA (sec) 0.6 7 0.1 1.0!

1.2 s 1.4!

1.6 0.01 1.000 1.000 1.000 1.000 1.000 1.000 0.03 1.012 1.010 1.007 1.005 1.003 1.003 0.04 1.026 1.023 1.013 1.010 1.006 1.006 0.05 1.042 1.036 1.021 1.017 1.009 1.009 0.0 1.053 1.058 1.027 1.024 1.016 1.012 0.07 1.137 1.127 1.054 1.037 1.020 1.018 0.08 1.199 1.166 1.102 1.052 1.033 1.024 0.09 1.342 1.252 1.171 1.122 1.061 1.051 0.10 1.470 1.364 1.263 1.192 1.113 1.065 0.11 1.499 1.436 1.333 1.245 1.144 1.056 0.12 1.614 1.541 IA23 1.318 1.199 1.095 0.13 1.750 1.663 1.446 1.289 1.198 1.122 0.14 1.844 1.739 1.531 1.348 1.212 1.142 0.15 1.957 1.913 1.712 1.493 1.295 1.176 0.16 2.074 2.034 1.822 1.624 1.418 1.264 0.17 2.249 2.169 1.915 1.691 1.481 1.351 0.18 2.233 2.183 1.966 1.770 1.588 IA23 0.19 2.409 2.243 2.069 1959 1.760 1.564 0.20 2.564 2.362 2.237 2.131 1.929 1.706 0.21 2.758 2.527 2.334 2.198 2.007 1.801 0.22 2.970 2.683 2.477 2.317 2.108 1.901 0.23 3.077 2.859 2.514 2.370 2.166 1.970 0.24 3.210 3.053 2.701 2.481 2.270 2.067 0.25 3.357 3.288 2.910 2.622 2.376 2.146 0.26 t 3.394 3.357 3.047 2.752 2.416 2.183 0.27 3.293 3.361 3.113 2.768 2.453 2.179 0.28 3.253 3.422 3.247 2.940 2.636 2.357 0.29 3.100 3.206 3.145 2.999 2.754 2.471 0.30 2.940 3.096 3.012 2.891 2.711 2.504 0.31 2.778 2.906 2.896 2.896 2.756 2.542 0.32 2.635 2.788 2.791 2.806 2.680 2.502 0.33 2.577 2.707 2.682 2.635 2.526 2.362 0.34 2.534 2.629 2.593 2.581 2.489 2.397 0.35 2.502 2.609 2.587 2.583 2.496 2.373 0.36 2.400 2.519 2.502 2.498 2.469 2.389 0.37 2.380 2.447 2.453 2.501 2.508 2.479 0.38 2.363 2.481 2.445 2.490 2.508 2.493 0.39 2.315 2.420 2.409 2.456 2.487

-2.476 0.40

_ 2.344 2.313 2.307 2.361 2.407 2.454 0.41 2.425 2.252 2.212 2.278 2.374 2.452 0.42 2.481 2.300 2.114 2.206 2.304 2.415 0.43 2.523 2.335 2.121 2.112 2.212 2.328 0.44 2.444 2.292 2.087 2.007 2.074 2.172 0.45 2.537 2.404 2.133 1.987 1.930 1.988 0.46 2.632 2.525 2.259 2.095 2.000 2.030 0.47 2.610 2.521 2.289 2.144 2.035 2.008 0.48 2.535 2.467 2.275 2.147 2.050 2.004 0.49 2.525 2.480 2.297 2.174 2.082 2.039 0.50 2.387 2.457 2.304 2.171 2.074 2.036

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 38 of 196 Date: 11/06/02 Period Inut PGA (sec) 0.6 (sec) 0.6 (sec) 0.6 g (sec) 0.51 2.311 2.415 2.300 2.168 2.051 1.991 0.52 2.228 2.368 2.284 2.171 2.034 1.953 0.53 2.150 2.346 2.305 2.213 2.088 1.990 0.54 2.157 2.409 2.374 2.282 2.162 2.071 0.55 2.164 2.413 2.395 2.323 2.205 2.103 0.56 2.118 2.398 2.420 2.359 2.248 2.165 0.57 2.052 2.353 2.388 2.364 2.278 2.184 0.58 2.002 2.264 2.372 2.426 2.337 2.238 0.60 1.999 2.267 2.431 2.482 2.390 2.294 0.62 1.880 2.139 2.280 2.382 2.370 2.317 0.64 1.737 2.023 2.222 2.411 2.436 2.407 0.66 1.707 1.974 2.194 2.389 2.434 2.433 0.68 1.706 1.926 2.082 2.259 2.305 2.320 0.70 1.771 1.958 2.056 2.167 2.223 2.259 0.72 1.788 1.980 2.084 2.186 2.239 2.271 0.74 1.786 1.985 2.093 2.183 2.197 2.225 0.76 1.751 1.956 2.071 2.164 2.180 2.188 0.78 1.679 1.883 2.000 2.093 2.108 2.116 0.80 1.637 1.823 1.943 2.036 2.053 2.063 0.82 1.662 1.768 1.868 1.969 1.997 2.021 0.84 I 1.712 1.807 1.851 1.896 1.907 1.927 0.86 1.745 1.844 1.877 1.912 1.896 1.918 0.88 1.717 1.816 1.844 1.875 1.850 1.848 0.90 1.663 1.757 1.781 1.806 1.779 1.765 0.92 1.653 1.745 1.762 1.778 1.744 1.724 0.94 1.699 1.801 1.822 1.838 1.803 1.780 0.96 1.731 1.829 1.851 1.872 1.839 1.816 0.98 1.729 1.811 1.831 1.853 1.824 1.802 1.00 1.729 1.800 1.809 1.822 1.794 1.772 1.05 1.794 1.852 1.825 1.799 1.736 1.706 1.10 1.838 1.934 1.893 1.844 1.762 1.690 1.15 1.851 1.950 1.942 1.917 1.840 1.770 1.20 1.744 1.920 1.964 1.959 1.901 1.849 1.25 1.694 1.880 1.910 1.900 1.866 1.836 1.30 1.593 1.818 1.906 1.939 1.881 1.850 1.35 1.500 1.774 1.910 1.991 1.952 1.890 1.40 1.439 1.713 1.883 1.987 1.967 1.915 1.45 1.366 1.651 1.830 1.949 1.952 1.935 1.50 1.265 1.535 1.709 1.834 1.862 1.858 1.55 1.172 1.415 1.594 1.743 1.788 1.813 1.60 1.109 1.332 1.516 1.696 1.774 1.813 1.65 1.076 1.307 1.509 1.692 1.787 1.843 1.70 1.007 1.232 1.427 1.610 1.715 1.777 1.75 0.921 1.125 1.308 1.486 1.593 1.661 1.80 0.867 1.068 1.239 1.406 1.506 1.587 1.85 0.861 1.043 1.202 1370 1.476 1.559 1.90 0.826 1.007 1.165 1.325 IA24 1.503 1.95 0.766 0.936 1.089 1.244 1.341 1.419 2.00 0.710 0.864 1.001 1.149 1.246 1.326 2.05 0.669 0.812 0.941 1.078 1.176 1.262 2.10 0.638 0.772 0.886 1.008 1.095 1.180 2.15 0.602 0.732 0.841 0.957 1.036 1.108

Calc Number: GEO.HBIP.02.06 Rev Number. 0 Sheet Number: 39 of 196 Date: 11/06/02 Period Input PGA (sec) 0.6 (se) 0.6 a (sec) 0.6 (sec) 2.20 0.564 0.688 0.796 0.908 0.983 1.051 2.25 0.534 0.649 0.751 0.860 0.934 1.001 2.30 0.502 0.612 0.706 0.812 0.884 0.950 2.35 0.474 0.578 0.668 0.763 0.832 0.897 2.40 0.451 0.545 0.627 0.718 0.781 0.842 2.50 0.415 0.497 0.567 0.647 0.703 0.760 2.60 0.400 0.478 0.544 0.613 0.669 0.723 2.70 0.359 0.431 0.493 0.559 0.605 0.651 2.80 0.328 0.390 0.444 0.504 0.546 0.586 2.90 0.318 0.377 0.423 0.470 0.502 0.533 3.00 0.298 0.355 0.401 0.448 0.479 0.509 3.10 0.292 0.346 0.391 0.437 0.465 0.491 3.20 0.270 0.322 0.365 0.410 0.439 0.465 3.30 0.255 0.299 0.337 0.378 0.405 0.430 3.40 0248 0.291 0.329 0.371 0.399 0.425 3.50 0.236 0.278 0.313 0.354 0.383 0.409 3.60 0.2 14 0.254 0.287 0.324 0.348 0.372 3.70 0.192 0.231 0.265 0.300 0.323 0.345 3.80 0.184 0.222 0.254 0.289 0.311 0.332 3.90 0.183 0.217 0.247 0.281 0.303 0.324 4.00 0.179 0.211 0.238 0.267 0.286 0.306 4.10 0.167 0.196 0.221 0.248 0.266 0.282 4.20 0.149 0.174 0.195 0.219 0.235 0.250 4.30 0.149 0.172 0.190 0.210 0.224 0.238 4.40 0.146 0.169 0.185 0.202 0.214 0.225 4.50 0.143 0.165 0.181 0.198 0.208 0.218 4.60 0.137 0.159 0.175 0.192 0.204 0.215 4.70 0.135 0.157 0.174 0.192 0.204 0.214 4.80 0.129 0.152 0.169 0.186 0.197 0.207 4.90 0.125 0.148 0.165 0.182 0.193 0.202 5.00 0.118 0.139 0.156 0.172 0.183 0.193 5.10 0.110 0.130 0.145 0.162 0.172 0.182 5.20 0.105 0.122 0.137 0.152 0.163 0.173 5.40 0.099 0.114 0.126 0.140 0.151 0.160 5.60 0.092 0.106 0.116 0.125 0.131 0.136 5.80 0.086 0.101 0.112 0.122 0.128 0.134 6.00 0.082 0.097 0.108 0.118 0.125 0.131 6.20 0.077 0.090 0.100 0.109 0.115 0.120 6.40 0.075 0.087 0.096 0.105 0.111 0.116 6.60 0.070 0.082 0.090 0.099 0.104 0.109 6.80 0.068 0.077 0.084 0.093 0.098 0.103 7.00 0.065 0.075 0.082 0.090 0.095 0.100 7.20 0.062 0.071 0.079 0.086 0.091 0.096 7.40 0.060 0.069 0.076 0.083 0.087 0.091 7.60 0.056 0.065 0.072 0.079 0.083 0.086 7.80 0.052 0.060 0.066 0.073 0.077 0.080 8.00 0.047 0.055 0.060 0.066 0.069 0.072 8.50 0.042 0.048 0.052 0.056 0.059 0.061 9.00 0.038 0.044 0.048 0.052 0.055 0.057 9.50 0.034 0.040 0.044 0.048 0.050 0.052 10.00 0.029 0.034 0.037 0.040 0.042 0.045

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 40 of 196 Date: 11/06/02 Figure 7-11. Spectral shape of median profile, average of time histories Set 1, Set 2, and Set 3 3.5 0.6 g Input pga 0.8 g

1.

g AAX 3

1.2 2 2.5 1.6 g C

0 C) 0.5 0.01 0.1 1

10 Period (Sec)

Calc Number GEO.HBIP.02.06 Rev Number. 0 Sheet Number 41 of 196 Date: 11/06/02 Figure 7-12. Spectral shape of lower bound profile, average of time histories Set 1, Set 2, and Set 3 3.5 0.6 g Input pga 0.8g 0 -

1.O I

1.2 g i

1.4 g I:

E!2.5

1.

_g CL o

Il

0.

I1 0

0.01 0.1 1

10 Period (Sec)

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 42 of 196 Date: 11/06/02 Figure 7-13. Spectral shape of upper bound profile, average of time histories Set 1, Set 2, and Set 3 3.5,

a 0 '

l

.I 0.01 0.1 1

10 Perod (Sec)

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 43 of 196 Date: 11/06/02 7.1.5 Steo 5: Compute Amplification Factors Amplification factors are computed for input PGA levels of 1.2g, 1.4g. and 1.6g which is the expected acceleration range at HBIP. The amplification factor is computed using eq.

5-1 where the surface response spectra can be obtained by multiplying the normalized spectral shape included in Appendix A by the corresponding PGA listed in Table 7-4 and the corresponding input response spectra can be obtained by scaling the spectral shape listed in 7-8 by the PGA of 1.2g, 1.4g or 1.6g.

The resulting amplification factors at 1.2 g, 1.4 g, and 1.6g for each input motion are listed in Tables 7-9 through 7-11 for the median, lower bound, and upper bound profiles, respectively. The average amplification of three input motions for the three profiles are listed in Table 7-21.

The normalized standard error was computed (eq. 5-5) on the amplification factors for each profile at 1.2 g, 1.4g, and 1.6g input PGA in order to quantify limitations on the use of the average factors due to their development from three input time histories. The amplification factors for each earthquake, their average, and the normalized standard error of each average value are all listed in Tables 7-13 through 7-21. In general the normalized SE values are about 5%.

For the development of smooth design spectra, a subsets of 30 spectral periods were chosen to represent the 153 spectral periods for each profile. The subsets are plotted in Figures 7-14, 7-15, and 7-16. Most applications in which these factors will be used include 0.075 and 0.75 sec periods; therefore the 0.07 and 0.08 sec values have been interpolated to 0.075 sec, and the 0.74 and 0.76 sec values have been interpolated to 0.75 sec (log-log interpolations).

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 44 of 196 Date: 11/06/02 Table 7-8. Spectral shape (sa/pga) of the input time histories Period Time Time Time (sec)

History 1 History 2 History 3 0.01 1.000 1.000 1.000 0.03 1.007 1.005 0.964 0.04 1217 1.226 1.207 0.05 1.433 1.433 1.371 0.06 1.557 1.561 1.531 0.07 1.734 1.749 1.623 0.08 1.870 1.821 1.761 0.09 1.982 1.902 1.836 0.10 1.995 1.958 1.897 0.11 2.052 2.046 1.924 0.12 2.051 2.073 2.003 0.13 2.182 2.143 1.940 0.14 2.149 2.184 2.104 0.15 2.196 2.225 2.167 0.16 2.192 2.234 2.168 0.17 2.277 2.272 2.209 0.18 2.273 2.320 2.211 0.19 2.283 2.321 2.221 0.20 2.300 2.328 2.243 0.21 2.341 2.314 2.239 0.22 2.359 2.320 2.218 0.23 2.289 2.335 2.231 0.24 2.327 2.327 2.263 0.25 2.361 2.306 2.181 0.26 2.345 2.281 2.247 0.27 2.290 2.269 2.222 0.28 2.262 2.274 2.268 0.29 2.273 2.278 2.238 0.30 2.202 2.260 2.125 0.31 2.287 2.216 2.185 0.32 2.218 2.174 2.125 0.33 2.164 2.146 2.050 0.34 2.091 2.133 2.066 035 2.033 2.125 2.074 0.36 2.043 2.112 2.063 037 2.071 2.092 1.979 038 2.029 2.065 2.001 0.39 2.048 2.035 1.988 0.40 2.042 2.002 1.950 0.41 2.052 1.967 1.917 0.42 1.977 1.950 1.899 0.43 2.002 1.945 1.913 0.44 1.958 1.857 1.798 0.45 1.858 1.892 1.794 0.46 1.849 1.872 1.796 OA7 1.883 1.800 1.773 OA8 1.883 1.777 1.730 0.49 1.821 1.788 1.753 0.50 1.709 1.781 1.740 0.51 1.605 1.745 1.680

Calc Number: GEO.HBIP.02.06 Rev Number- 0 Sheet Number: 45 of 196 Date: 11/06/02 Period Time Time Time (see)

History 1 History 2 History 3 0.52 1.556 1.707 1.650 0.53 1.553 1.681 1.586 0.54 1.560 1.667 1.581 0.55 1.565 1.639 1.618 0.56 1.575 1.601 1.575 0.57 1.578 1.614 1.525 0.58 1.541 1.522 1.517 0.60 1.462 1.574 1.423 0.62 1.429 1.478 1.447 0.64 1.482 1.457 1.430 0.66 1.466 1.412 1.413 0.68 1.333 1.385 1.318 0.70 1.296 1.383 1.261 0.72 1.304 1.314 1.287 0.74 1.273 1.342 1.238 0.76 1.248 1.327 1.182 0.78 1.222 1.258 1.173 0.80 1.191 1.244 1.198 0.82 1.159 1.204 1.180 0.84 1.132 1.163 1.139 0.86 1.109 1.202 1.103 0.88 1.086 1.153 1.080 0.90 1.064 1.063 1.025 0.92 1.044 1.048 0.968 0.94 1.025 1.092 0.930 0.96 1.005 1.091 0.954 0.98 0.986 1.023 0.983 1.00 0.966 0.985 0.993 1.05 0.917 0.911 0.942 1.10 0.860 0.870 0.875 1.15 0.834 0.850 0.814 1.20 0.806 0.778 0.784 1.25 0.738 0.794 0.752 1.30 0.754 0.757 0.727 1.35 0.693 0.707 0.694 1.40 0.674 0.683 0.654 1.45 0.654 0.663 0.630 1.50 0.644 0.625 0.625 1.55 0.632 0.620 0.612 1.60 0.609 0.599 0.578 1.65 0.583 0.574 0.535 1.70 0.551 0.552 0.511 1.75 0.521 0.525 0.507 1.80 0.495 0.526 0.499 1.85 0.479 0.533 0.496 1.90 0.478 0.486 0.480 1.95 0.472 0.467 0.447 2.00 0.463 0.482 0.441 2.05 0.448 0.466 0.431 2.10 0.429 0.419 0.414 2.15 0.407 0.408 0.394 2.20 0.389 0.392 0.385 2.25 0.377 0.394 0.378

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 46 of 196 Date: 11/06/02 Period Time Time Time (sec)

HIstory 1 History 2 History 3 2.30 0.366 0.386 0.367 2.35 0.356 0.367 0.353 2.40 0.347 0.357 0.334 2.50 0.329 0.333 0.327 2.60 0.312 0.314 0.304 2.70 0.295 0.300 0.290 2.80 0.280 0.280 0.279 2.90 0.267 0.276 0.272 3.00 0.255 0.269 0.262 3.10 0.245 0.259 0.245 3.20 0.235 0.247 0.225 3.30 0.224 0.233 0.212 3.40 0.216 0.218 0.211 3.50 0.210 0.206 0.199 3.60 0.203 0.204 0.188 3.70 0.202 0.182 0.178 3.80 0.199 0.190 0.170 3.90 0.191 0.198 0.172 4.00 0.181 0.194 0.169 4.10 0.169 0.176 0.149 4.20 0.160 0.158 0.151 4.30 0.148 0.161 0.154 4.40 0.152 0.153 0.152 4.50 0.154 0.146 0.146 4.60 0.150 0.136 0.137 4.70 0.139 0.138 0.125 4.80 0.124 0.145 0.119 4.90 0.123 0.142 0.117 5.00 0.121 0.133 0.114 5.10 0.118 0.122 0.107 5.20 0.113 0.114 0.103 5.40 0.101 0.109 0.103 5.60 0.094 0.106 0.089 5.80 0.088 0.094 0.083 6.00 0.083 0.093 0.081 6.20 0.078 0.085 0.078 6.40 0.075 0.079 0.075 6.60 0.078 0.074 0.073 6.80 0.077 0.072 0.068 7.00 0.075 0.074 0.063 7.20 0.070 0.072 0.062 7.40 0.068 0.068 0.057 7.60 0.065 0.064 0.051 7.80 0.061 0.059 0.048 8.00 0.057 0.053 0.048 8.50 0.044 0.047 0.046 9.00

• 0.037 0.046 0.041 9.50 0.030 0.042 0.037 10.00 0.024 0.034 0.034

Calc Number. GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 47 of 196 Date: 11/06/02 Table 7-9. Amplification factors for the median profile Period Time Histo 1

Time Histor 2 Time Histor3 3 (sec) 1.2 1.4 1.6 1.2 1.4 6 g 1.2 1.4 1.6 0.01 0.742 0.628 0.545 0.826 0.754 0.680 0.798 0.697 0.600 0.03 0.740 0.626 0.543 0.824 0.752 0.678 0.828 0.724 0.623 0.04 0.615 0.520 0.451 0.677 0.618 0.557 0.663 0.579 0.499 0.05 0.525 0.444 0.34 0.581 0.530 0.478 0.585 0.511 0.440 0.06 0.486 0.411 0.356 0.536 0.489 0.440 0.525 0.459 0.395 0.07 0.439 0.371 0.321 0.480 0.438 0.394 0.497 0.434 0.374 0.08 0.411 0.347 0.300 0.461 0.421 0.380 0.458 0.401 0.346 0.09 0.395 0.331 0.285 0.451 0.409 0.367 0.444 0.387 0.333 0.10 0.408 0.340 0.290 0.448 0.404 0.362 0.426 0.373 0.321 0.11 0.387 0.327 0.282 0.432 0.389 0.349 0.422 0.369 0.318 0.12 0.398 0.334 0.287 0.424 0.383 0.344 0.396 0.347 0.301 0.13 0.374 0.314 0.271 0.396 0.361 0.327 0.432 0.372 0.319 0.14 0.383 0.319 0.277 0.373 0.345 0.316 0.403 0.350 0.301 0.15 0.402 0.332 0.280 0.367 0.340 0.311 0.374 0.327 0.285 0.16 0.459 0.376 0.314 0.365 0.335 0.307 0.400 0.342 0.291 0.17 0.451 0.377 0.316 0.390 0.334 0.304 0.443 0.373 0.315 0.18 0.448 0.367 0.296 0.430 0.366 0.300 0.495 0.412 0.347 0.19 0.441 0.361 0.305 0.509 0.430 0.357 0.497 0.416 0.354 0.20 0.534 0.427 0.357 0.579 0.489 0.405 0.496 0.418 0.366 0.21 0.575 0.455 0.375 0.617 0.524 0.436 0.522 0.441 0.384 0.22 0.624 0.496 0.398 0.653 0.555 0.463 0.541 0.456 0.397 0.23 0.639 0.513 0.413 0.687 0.586 0.491 0.560 0.478 0.407 0.24 0.666 0.542 0.454 0.723 0.619 0.520 0.599 0.510 0.433 0.25 0.664 0.547 0.461 0.760 0.653 0.550 0.637 0.540 0.459 0.26 0.685 0.553 0.457 0.794 0.685 0.579 0.609 0.515 0.438 0.27 0.712 0.579 0.479 0.823 0.712 0.604 0.547 0.463 0.410 0.28 0.744 0.609 0.506 0.842 0.731 0.622 0.575 0.475 0.408 0.29 0.767 0.632 0.525 0.855 0.745 0.637 0.608 0.501 0.427 0.30 0.852 0.703 0.593 0.868 0.759 0.651 0.636 0.527 0.445 0.31 0.874 0.726 0.616 0.886 0.778 0.670 0.660 0.547 0.465 0.32 0.879 0.739 0.632 0.906 0.797 0.688 0.693 0.576 0.493 0.33 0.853 0.719 0.606 0.926 0.817 0.707 0.704 0.577 0.506 0.34 0.873 0.742 0.626 0.946 0.836 0.725 0.782 0.655 0.574 0.35 0.932 0.781 0.662 0.965 0.853 0.742 0.840 0.707 0.620 0.36 0.942 0.802 0.679 0.984 0.872 0.759 0.882 0.745 0.654 0.37 0.967 0.830 0.702 1.004 0.891 0.778 0.966 0.818 0.727 0.38 1.058 0.902 0.762 1.024 0.910 0.796 1.011 0.865 0.772 0.39 1.125 0.978 0.860 1.042 0.929 0.815 0.995 0.856 0.767 0.40 1.214 1.089 0.957 1.060 0.945 0.831 1.048 0.889 0.794 0.41 1.272 1.144 1.009 1.094 0.960 0.846 1.126 0.969 0.848 0.42 1.297 1.173 1.040 1.116 0.985 0.856 1.216 1.051 0.925 0.43 1.207 1.103 0.984 1.106 0.979 0.853 1.236 1.072 0.946 0.44 1.156 1.069 0.961 1.210 1.110 0.973 1.216 1.056 0.932 0.45 1.142 1.071 0.971 1.265 1.168 1.030 1.037 0.922 0.829 0.46 1.064 1.013 0.928 1.266 1.178 1.045 1.080 0.945 0.829 0.47 0.946 0.916 0.848 1.245 1.187 1.068 1.091 0.983 0.880 0.48 0.892 0.858 0.786 1.178 1.131 1.024 1.120 1.017 0.915 0.49 0.892 0.859 0.786 1.165 1.125 1.048 1.068 0.968 0.876 0.50 0.892 0.856 0.782 1.155 l.130 1.049 1.105 0.961 0.815 0.51 0.886 0.847 0.772 1.164 1.134 1.051 1.128 0.987 0.840 0.52 0.877 0.834 0.757 1.173 1.140 1.056 1.061 0.932 0.799 0.53 0.865 0.821 0.744 1.180 1.146 1.061 1.004 0.892 0.776 0.54 0.876 0.809 0.732 1.178 1.145 1.061 1.103 0.951 0.802 0.5 0.900 0.800 0.722 1.173 1.140 1.058 1.110 0.961 0.812 056 0.931 0.826 0.713 1.184 1.135 1.041 1.123 0.974 0.825 0.57 0.972 0.867 0.734 1.133 1.085 0.977 1.134 0.976 0.820

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 48 of 196 Date: 1 1/06/02 Period Time Histo 1

Time Histo 2

Time Histo 3

(sec) 1.22

1. 4 1.6 1.2 g 1.4 1.6 g 1.2 1.4 1.6 0.58 1.026 0.922 0.784 1.139 1.093 1.022 1.139 0.983 0.830 0.60 1.021 0.933 0.804 1.150 1.109 1.044 1.155 1.000 0.853 0.62 1.074 0.92-1 0.768 1.266 1.183 1.060 1.081 0.945 0.788 0.64 1.094 0.933 0.773 1.280 1.192 1.066 1.211 1.004 0.816 0.66 1.158 0.999 0.837 1.429 1.327 1.161 1.283 1.083 0.860 0.68 1.253 1.091 0.919 1.459 1.351 1.183 1.298 1.118 0.906 0.70 1.273 1.112 0.937 1.373 1.279 1.135 1.400 1.149 0.901 0.72 1.283 1.117 0.935 1.390 1.321 1.181 1.454 1.195 0.937 0.74 1.215 1.066 0.937 1.433 1.362 1.218 1.462 1.209 0.949 0.76 1.188 1.083 0.954 1.461 1.399 1.253 1.487 1.232 1.007 0.78 1.212 1.110 0.966 1.494 IA37 1.297 1.469 1.315 1.089 0.80 1.241 1.141 1.002 1.530 1.477 1.337 1.494 1.336 1.107 0.82 1.269 1.171 1.037 1.553 1.500 1.359 1.521 1.363 1.132 0.84 1.289 1.194 1.066 1.471 1.440 1.373 1.549 1.394 1.163 0.86 1.302 1.211 1.088 1.485 1.454 1.384 1.543 1.397 1.170 0.88 1.312 1.226 1.109 1.492 1.458 1.380 1.478 1.345 1.133 0.90 1.318 1.236 1.126 1.489 1.449 1.369 1.420 1.302 1.106 0.92 1.320 1.242 1.138 1.478 IA37 1.364 1.372 1.269 1.091 0.94 1.321 1.247 1.148 1.475 1.437 1.373 1.337 1.291 1.210 0.96 1.322 1.251 1.158 1.483 1.448 1.386 1.407 1.345 1.249 0.98 1.323 1.255 1.168 1.496 1.460 1.398 1.429 1.358 1.254 1.00 1.324 1.260 1.178 1.449 1.411 1.349 1.444 1.368 1.260 1.05 1.317 1.260 1.191 1.511 1.468 1.409 1.423 1.345 1.241 1.10 1.299 1.248 1.192 1.432 1.394 1.363 1.502 1.362 1.228 1.15 1.243 1.169 1.129 1.523 1.465 1.425 1.715 1.563 1.411 1.20 1.272 1.178 1.116 1.761 1.586 1.427 1.795 1.642 1.483 1.25 1.415 1.304 1.220 1.817 1.646 1.471 1.829 1.677 1.515 1.30 1.570 1.466 1.381 1.873 1.704 1.523 1.857 1.705 1.542 1.35 1.787 1.626 1.494 1.928 1.760 1.572 1.887 1.738 1.574 1.40 1.758 1.619 1.499 2.010 1.799 1.580 1.933 1.784 1.618 IAS 1.824 1.623 1.467 2.059 1.843 1.613 1.984 1.830 1.660 1.50 1.895 1.697 1.518 2.126 1.902 1.658 2.019 1.862 1.691 1.55 1.978 1.778 1.595 2.245 2.027 1.779 2.044 1.889 1.721 1.60 2.070 1.869 1.682 2.327 2.101 1.840 2.076 1.928 1.765 1.65 2.130 1.932 1.745 2.452 2.208 1.928 2.255 1.983 1.824 1.70 2.187 1.994 1.808 2.407 2.254 2.034 2.347 2.045 1.872 1.75 2.249 2.059 1.873 2.421 2.282 2.066 2.391 2.116 1.917 1.80 2.337 2.128 1.940 2.505 2.370 2.144 2.467 2.188 2.012 1.85 2.375 2.169 2.016 2.625 2.472 2.219 2.412 2.254 2.069 1.90 2.323 2.142 2.047 2.771 2.591 2.366 2.487 2.320 2.131 1.95 2.277 2.169 2.078 2.648 2.560 2.398 2.589 2.447 2.248 2.00 2.269 2.193 2.102 2.512 2.517 2.441 2.571 2.453 2.265 2.05 2.286 2.212 2.124 2.629 2.623 2.522 2.594 2.452 2.258 2.10 2.306 2.235 2.149 2.614 2.585 2.456 2.648 2.511 2.278 2.15 2.332 2.265 2.184 2.454 2.483 2.478 2.494 2.413 2.328 2.20 2.327 2.266 2.191 2.512 2.543 2.542 2.369 2.423 2.411 2.25 2.293 2.239 2.172 2.421 2.454 2.455 2.359 2.470 2.453 2.30 2.261 2.215 2.154 2.371 2.406 2.433 2.393 2.495 2.475 2.35 2.229 2.191 2.136 2.364 2.403 2.413 2.407 2.502 2.489 2.40 2.197 2.164 2.114 2.268 2.312 2.346 2.403 2.501 2.510 2.50 2.126 2.103 2.061 2.269 2.346 2.413 2.117 2.238 2.283 2.60 2.044 2.029 1.994 2.238 2.317 2.391 2.311 2.437 2.531 2.70 1.952 1.945 1.919 2.131 2.213 2.294 2.253 2.408 2.529 2.80 1.853 1.856 1.843 2.026 2.113 2.202 2.079 2.230 2.359 2.90 1.758 1.765 1.772 1.836 1.907 1.978 1.819 1.957 2.055 3.00 1.766 1.748 1.727 1.765 1.834 1.906 1.799 1.936 2.029 3.10 1.780 1.766 1.749 1.703 1.772 1.845 1.806 1.947 2.055

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Nunber: 49 of 196 Date: 1 1/06/02 Period Time Histor I Time Histo 2 Time Histon 3 (sec) 1.2 1.4 1.6 1.2 1.4 1.6 1.2 g 1.4.

1.6 L 3.20 1.801 1.792 1.874 1.651 1.720 1.800 1.834 1.978 2.094 3.30 1.829 1.825 1.841 1.610 1.688 1.782 1.789 1.917 2.031 3.40 1.841 1.841 1.838 1.642 1.694 1.791 1.85S 1.951 2.026 3.50 1.S16 1.822 1.825 1.670 1.729 1.798 1.957 2.066 2.154 3.60 1.799 1.811 1.820 1.510 1.585 1.677 1.832 1.943 2.036 3.70 1.716 1.734 1.751 1.577 1.656 1.751 1.672 1.734 1.823 3.80 1.643 1.670 1.697 1.538 1.573 1.609 1.625 1.690 1.742 3.90 1.599 1.638 1.675 1.529 1.570 1.617 1.573 1.643 1.702 4.00 1.580 1.629 1.670 1.546 1.596 1.655 1.525 1.609 1.684 4.10 1.570 1.623 1.667 1.560 1.621 1.692 1.505 1.615 1.716 4.20 1.540 1.596 1.641 1.506 1.573 1.650 1.368 1.455 1.512 4.30 1.525 1.584 1.631 1.365 1.406 1.456 1.331 1.418 1.478 4.40 1.355 1.410 1.454 1.358 1.405 1.463 1.315 1.403 1.466 4.50 1.280 1.318 1.360 1.293 1.341 1.403 1.315 1.406 1.473 4.60 1.280 1.316 1.356 1.297 1.317 1.381 1.363 1.423 1.502 4.70 1.280 1.316 1.354 1.394 1.403 1.411 1.475 1.493 1.574 4.80 1.280 1.316 1.354 1.397 1.416 1.436 1.414 1.462 1.560 4.90 1.267 1.295 1.326 1.401 1.430 1.461 1.419 1.389 1.485 5.00 1.261 1.290 1.322 1.405 1.443 1.485 1.411 1.384 1.398 5.10 1.262 1.291 1.324 1.401 1.446 1.497 1.439 1.416 1.387 5.20 1.270 1.298 1.329 1.385 1.434 1.490 1.503 1.523 1.539 5.40 1.303 1.332 1.362 1.303 1.356 1.417 1507 1.544 1.574 5.60 1.252 1.283 1.313 1.176 1.235 1.304 1.295 1.348 1.393 5.80 1.222 1.251 1.282 1.290 1.315 1.337 1.290 1.277 1.255 6.00

. 1.221 1.248 1.279 1.358 1.388 1.420 1.293 1.293 1.281 6.20 1.218 1.242 1.271 1.301 1.339 1.381 1.293 1.307 1.314 6.40 1.201 1.224 1.251 1.338 1.320 1.310 1.311 1.347 1.366 6.60 1.157 1.177 1.197 1255 1.257 1.283 1.310 1.355 1.382 6.80 1.150 1.170 1.190 1.177 1.184 1.211 1.270 1.321 1.358 7.00 1.142 1.161 1.181 1.136 1.154 1.171 1.349 1.358 1.363 7.20 1.132 1.150 1.169 1.109 1.114 1.120 1.365 1.389 1.407 7.40 1.135 1.150 1.166 1.151 1.161 1.173 1.253 1.293 1.324 7.60 1.135 1.149 1.166 1.126 1.120 1.108 1.284 1.331 1.370 7.80 1.133 1.147 1.163 1.171 1.166 1.157 1.244 1.265 1.306 8.00 1.130 1.145 1.161 1.216 1.214 1.207 1.126 1.169 1.210 8.50 1.131 1.128 1.139 1.080 1.093 1.104 1.145 1.133 1.113 9.00 1.161 1.163 1.164 1.136 1.160 1.188 1.191 1.196 1.194 9.50 1.151 1.159 1.164 1.234 1.243 1.254 1.182 1.180 1.187 10.00 1.180 1.189 1.201 1.325 1.340 1.360 1.215 1.215 1.213

Calc Number. GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 50 of 196 Date: 11/06/02 Table 7-10. Amplification factors for the lower bound profile Period Time Histor 1 TmeHistory 2 imeHistory 3 (sec) 12g 1.4g 1.6g 1.22 1.4 1.6g _

1.2 1.4g 1.62 0.01 0.402 0.352 0.336 0.511 0.435 0.402 0.496 0.442 0.412 0.03 0.400 0.350 0.334 0.509 0.433 0.400 0.515 0.459 0.428 0.04 0.332 0.290 0.277 0.418 0.356 0.328 0.412 0.368 0.342 0.05 0.283 0.247 0.235 0.359 0.305 0.281 0.364 0.324 0.302 0.06 0.261 0.228 0.217 0.331 0.281 0.259 0.327 0.291 0.271 0.07 0.235 0.205 0.195 0.296 0.251 0.232 0.309 0.276 0.257 0.08 0.219 0.191 0.182 0.285 I 0.242 0.223 0.286 0.255 0.237 0.09 0.209 0.180 0.172 0.275 0.232 0.214 0.275 0.245 0.228 0.10 0.209 0.180 0.171 0.270 0.227 0.209 0.266 0.238 0.222 0.11 0.207 0.175 0.167 0.260 0.218 0.201 0.264 0.235 0.220 0.12 0.210 0.176 0.168 0.256 0.217 0.200 0.251 0.226 0.211 0.13 0.200 0.167 0.157 0.244 0.211 0.194 0.265 0.236 0.220 0.14 0211 0.172 0.161 0.239 0.204 0.189 0.249 0.222 0.206 0.15 0.226 0.173 0.160 0.235 0202 0.187 0.237 0.212 0.199 0.16 0.236 0.181 0.163 0.234 0.197 0.184 0.244 0.216 0.200 0.17 0.228 0.179 0.161 0.238 0.211 0.191 0.260 0.226 0.205 0.18 0.232 0.187 0.156 0.240 0.213 0.193 0.283 0.243 0.218 0.19 0.232 0.180 0.162 0.260 0.221 0.199 0.287 0.246 0.221 0.20 0.283 0.212 0.166 0.293 0.233 0.200 0.286 0.233 0.213 0.21 0.299 0.225 0.173 0.317 0.252 0.214 0.303 0.245 0.214 0.22 0.296 0.219 0.188 0.339 0.268 0.227 0.316 0.264 0.236 0.23 0.307 0.248 0211 0.359_

0.284 0.239 0.339 0.286 0.252 0.24 0.343 0.275 0.232 0.382 _ 0.301 0.253 0.361 0.302 0.262 0.25 0.356 0.278 0231 0.406 0.320 0.268 0.384 0.318 0.275 0.26 0.391 0.304 0.241 0.429 0.338 0.283 0.367 0.303 0.261 0.27 0.411 0.325 0.261 0.449 0.353 0.296 0.362 0.322 0.278 0.28 0.419 0.333 0.274 0.465 0.366 0.306 0.410 0.362 0.312 0.29 0.437 0.348 0.287 0.477 0.376 0.315 0.424 0.377 0.328 0.30 OA60 0.368 0.306 OA91 0.386 0.324 0.437 0.391 0.344 0.31 0.457 0.368 0.306 0.506 0.398 0.334 0.410 0.355 0.317 0.32-0.488 0.394 0.330 0.521 0.411 0.345 0.447 0.371 0.300 0.33 0.510 0.413 0.348 0.537 0.423 0.356 0.464 0.387 0.320 0.34 0.531 0.433 0.367 0.552 0.435 0.365 0.476 0.399 0.331 0.35 0.553 0.453 0.386 0.566 0.447 0.375 0.503 0.417 0.340 0.36 0.572 0.469 0.399 0.582 0.459 0.386 0.539 0.448 0.367 0.37 0.588 0.483 0.411 0.599 0.472 0.396 0.566 0.473 0.418 0.38 0.611 0.502 0.429 0.616 0.485 0.408 0.602 0.500 0.419 0.39 0.632 0.506 0.434 0.633 0.499 0.419 0.607 0.504 0.418 0.40 0.712 0.534 0.441 0.650 0.512 0.429 0.631 0.532 0.451 0.41 0.764 0.573 0.472 0.665 0523 0.439 0.663 0.545 0.459 0.42 0.809 0.608 0.506 0.670 0.527 0.442 0.725 0.586 0.494 0.43 0.790 0.598 0.505 0.674 0.524 0.439 0.741 0.597 0.503 0.44 0.798 0.619 0.525 0.753 0.576 0.492 0.732 0.606 0.525 0.45 0.834 0.672 0.573 0.829 0.654 0.559 0.762 0.648 0.566 0.46 0.827 0.699 0.597 0.902 0.716 0.613 0.813 0.676 0.572 0.47 0.832 0.704 0.603 0.931 0.758 0.669 0.875 0.729 0.598 0.48 0.836 0.707 0.609 0.967 0.821 0.725 0.923 0.773 0.636 0.49 0.835 0.708 0.614 0.978 0.832 0.735 0.902 0.764 0.656 0.50 0.827 0.706 0.619 0.967 0.825 0.732 0.903 0.780 0.680 0.51 0.816 0.705 0.627 0.960 0.823 0.733 0.923 0.813 0.715

Calc Number: GEO.HBIP.02.06 Rev Number 0 Sheet Number 51 of 196 Date: 11/06/02 Period Time Histo 1

Time Histo 2 Time Histor 3 (sec) 1.2 1.4 g 1.6 g 1.2 1.4 1.6 1.2 g 1.4 1.6 0.52 0.811 0.712 0.642 0.960 0.827 0.738 0.897 0.781 0.687 0.53 0.814 0.724 0.660 0.965 0.834 0.747 0.880 0.776 0.716 0.54 0.819 0.737 0.675 0.967 0.838 0.750 0.900 0.830 0.780 0.55 0.826 0.750 0.692 0.966 0.838 0.751 0.906 0.832 0.778 0.56 0.835 0.766 0.712 0.951 0.824 0.749 0.914 0.837 0.781 0.57 0.849 0.787 0.735 0.883 0.785 0.734 0.899 0.832 0.803 0.58 0.867 0.810 0.778 0.915 0.812 0.742 0.885 0.834 0.808 0.60 0.797 0.791 0.805 0.974 0.874 0.804 0.904 0.852 0.825 0.62 0.722 0.730 0.746 0.976 0.883 0.815 0.798 0.743 0.727 0.64 0.711 0.688 0.707 0.893 0.817 0.771 0.807 0.742 0.725 0.66 0.711 0.703 0.725 0.896 0.828 0.788 0.781 0.715 0.694 0.68 0.764 0.741 0.761 0.885 0.792 0.739 0.752 0.686 0.661 0.70 0.790 0.736 0.750 0.816 0.728 0.684 0.765 0.715 0.705 0.72 0.793 0.727 0.739 0.836 0.721 0.650 0.789 0.691 0.684 0.74 0.816 0.728 0.708 0.838 0.722 0.652 0.806 0.714 0.666 0.76 0.829 0.741 0.691 0.842 0.729 0.662 0.816 0.729 0.684 0.78 0.839 0.749 0.705 0.923 0.775 0.674 0.816 0.710 0.658 0.80 0.848 0.758 0.714 0.968 0.818 0.715 0.836 0.727 0.665 0.82 0.858 0.767 0.723 1.022 0.866 0.759 0.868 0.755 0.689 0.84 0.863 0.772 0.727 1.106 0.937 0.823 0.910 0.791 0.722 0.86 0.874 0.774 0.728 1.098 0.934 0.824 0.939 0.818 0.744 0.88 0.902 0.775 0.729 1.098 0.945 0.839 0.936 0.818 0.745 0.90 0.927 0.789 0.729 1.122 0.975 0.869 0.941 0.828 0.754 0.92 0.949 0.811 0.731 1.152 0.999 0.889 0.954 0.844 0.769 0.94 0.971 0.832 0.748 1.160 0.999 0.886 1.046 0.864 0.786 0.96 0.992 0.854 0.766 1.156 0.995 0.884 1.084 0.885 0.768 0.98 1.026 0.879 0.785 1.156 1.003 0.896 1.091 0.892 0.767 1.00 1.060 0.915 0.810 1.166 0.993 0.887 1.097 0.897 0.771 1.05 1.121 0.989 0.883 1.253 1.080 0.970 1.137 0.980 0.864 1.10 1.207 1.109 1.011 1.254 1.134 1.009 1.110 1.016 0.951 1.15 1.208 1.131 1.047 1.343 1.204 1.079 1.255 1.157 1.083 1.20 1.143 1.114 1.062 1.348 1.216 1.162 1.312 1.205 1.128 1.25 1.135 1.115 1.129 1.219 1.188 1.156 1.329 1.220 1.144 1.30 1.277 1.249 1.240 1.228 1.203 1.179 1.345 1.247 1.208 1.35 1.337 1.296 1.274 1.243 1.216 1.193 1.366 1.257 1.213 1.40 1.288 1.208 1.159 1.261 1.228 1.205 1.394_

1.282 1.207 1.45 1.256 1.176 1.123 1.249 1.213 1.191 1.418 1.305 1.230 1.50 1.255 1.171 1.110 1.302 1.252 1.251 1.437 1.325 1.252 1.55 1.302 1.211 1.143 1.337 1.254 1.220 1.460 1.351 1.279 1.60 1.381 1.283 1.208 1.309 1.217 1.164 1.497 1.390 1.317 1.65 1.454 1.352 1.271 1.338 1.249 1.201 1.544 _

1.435 1.360 1.70 1.534 1.428 1.342 1.386 1.265 1.200 1.576 1.463 1.386 1.75 1.618 1.508 1.417 1.384 1.259 1.194 1.599 1.484 1.406 1.80 1.709 1.593 1.497 1.392 1.258 1.190 1.666 1.547 1.467 1.85 1.784 1.663 1.564 1.406 1.232 1.165 1.706 1.588 1.510 1.90 1.811 1.688 1.590 1.623 1.414 1.299 1.758 1.645 1.571 1.95 1.838 1.716 1.619 1.747 1.517 1.397 1.862 1.751 1.678 2.00 1.861 1.739 1.644 1.824 1.646 1.534 1.851 1.743 1.674 2.05 1.884 1.764 1.669 1.907 1.736 1.629 1.856 1.741 1.672 2.10 1.913 1.794 1.700 2.021 1.774 1.680 1.938 1.779 1.691 2.15 1.954 1.834 1.739 2.067 1.848 1.735 2.033 1.882 1.762

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 52 of 196 Date: 11/06102 Period Time Histon1 Time Histo 2

Time Histo 3

(sec) 1.2 e 1.4 a g

Mg 1.6.z 142

i.

1.4 1.6 2.20 1.973 1.854 1.758 2.157 1.968

_- 1.851 2.124 1.930 1.819 2.25 1.969 1.851 1.756 2.251 2.024 1.878 2.172 1.968 1.867 2.30 1.965 1.849 1.754 2.218 2.037 1.923 2.215 2.027 1.936 2.35 1.959 1.845 1.751 2.281 2.145 2.027 2.269 2.111 2.027 2.40 1.949 1.839 1.746 2.322 2.187 2.070 2.329 2.215 2.133 2.50 1.919 1.817 1.730 2.413 2.282 2.167 2.264 2.177 2.103 2.60 1.881 1.793 1.715 2.424 2.301 2.192 2.653 2.509 2.343 2.70 1.844 1.777 1.714 2.415 2.368 2.292 2.692 2.594 2.460 2.80 1.892 1.896 1.842 2.308 2.237 2.227 2.646 2.571 2.442 2.90 1.962 2.038 2.034 2.353 2.412 2.393 2.372 2.391 2.349 300 2.054 2.149 2.172 2.282 2.349 2.351 2.287 2.306 2.265 3.10 2.165 2.327 2.419 2.251 2.372 2.434 2.243 2.228 2.203 3.20 2.307 2.468 2.564 2.114 2.223 2.272 2.297 2.282 2.283 3.30 2.270 2.428 2.529 2.079 2.097 2.090 2.235 2.312 2.364 3.40 2.065 2.217 2.317 2.102 2.141 2.211 2.282 2.376 2.443 3.50 1.959 2.060 2.125 2.087 2.195 2.283 2.422 2.486 2.563 3.60 1.965 2.078 2.154 1.975 1.999 2.089 2.311 2.380 2.439 3.70 1.896 2.016 2.100 2.066 2.093 2.168 2.094 2.169 2.229 3.80 1.831 1.960 2.055 1.931 1 2.017 2.074 1.948 2.030 2.094 3.90 1.796 1.938 2.044 1.823 1.941 2.023 1.900 1.966 2.025 4.00 1.801 1.941 2.053 1.873 1.929 2.013 1.923 2.004 2.073 4.10 1.806 1.946 2.063 1.954 2.021 2.069 2.007 2.098 2.174 4.20 1.786 1.923 2.041 1.931 2.002 2.050 1.817 1.919 1.991 4.30 1.783 1.914 2.035 1.636 1.719 1.802 1.728 1.832 1.909 4.40 1.598 1.705 1.817 1.678 1.761 1.843 1.666 1.775 1.859 4.50 1.548 1.641 1.730 1.646 1.729 1.808 1.631 1.746 1.836 4.60 1.540 1.632 1.721 1.614 1.688 1.768 1.699 1.745 1.841 4.70 1.530 1.615 1.703 1.576 1.663 1.720 1.793 1.846 1.892 4.80 1.531 1.615 1.694 1.493 1.591 1.659 1.790 1.847 1.891 4.90 1.482 1.553 1.606 1.538 1.551 1.601 1.719 1.778 1.824 5.00 1.479 1.552 1.611 1.602 1.623 1.641 1.634 1.694 1.743 5.10 1.481 1.559 1.622 1.644 1.671 1.693 1.589 1.653 1.706 5.20 1.485 1.565 1.633 1.657 1.688 1.712 1.641 1.685 1.728 5.40 1.517 1.599 1.674 1.609 1.649 1.678 1.708 1.764 1.820 5.60 1.465 1.546 1.622 1.542 1.602 1.645 1.551 1.616 1.682 5.80 1.408 1.449 1.526 1.431 1.470 1.534 1.306 1.351 1.391 6.00 1.407 1A55 1.484 1.543 1.588 1.623 1.261 1.271 1.295 6.20 1.399 1.451 1.486 1.538 1.595 1.640 1.316 1.316 1.327 6.40 1.377 1.432 1.471 1.387 1.413 1.439 1.392 1.395 1.406 6.60 1.284 1.325 1.362 1.379 1.419 1.449 1.431 1.441 1.455 6.80 1.276 1.318 1.358 1.309 1.350 1.382 1.433 1.451 1.472 7.00 1.265 1.309 1.349 1.340 1.392 1.427 1.412 1.432 1.454 7.20 1.249 1.292 1.334 1.238 1.302 1.348 1.484 1.514 1.546 7.40 1.230 1.255 1.281 1.204 1.238 1.261 1.414 1.454 1.496 7.60 1.234 1.261 1.287 1.154 1.205 1.234 1.450 1.466 1.485 7.80 1.235 1.263 1.290 1.168 1.211 1.255 1.443 1.483 1.508 8.00 1.235 1.265 1.292 1.219 1.259 1.302 1.350 1.393 1.423 8.50 1.216 1.250 1.281 1.175 1.202 1.224 1.050 1.102 1.142 9.00 1.203 1.241 1.282 1.270 1.279 1.289 1.157 1.130 1.110 9.50 1.197 1.232 1.277 1.279 1.278 1.280 1.207 1.188 1.182 10.00 1.264 1.269 1.264 1.421 1.432 1.444 1.248 1.262 1.281

Calc Number: GEO.HBIP.02.06 Rev Number 0 Sheet Number: 53 of 196 Date: 11/06/02 Table 7-11. Amplification factors for the upper bound profile Period

_a__

quae I Earthquake2 Eathouske 3 (see) 1.2I 1.4g 1.6 1.2 l 1A g l1.6.

1.2g _

A g 1.6 0.01 0.928 0.876 0.815 0.786 0.782 0.782 0.950 0.879 0.842 0.03 0.928 0.874 0.813 0.785 0.779 0.780 0.990 0.915 0.875 0.04 0.773 0.727 0.676 0.645 0.639 0.640 0.794 0.733 0.700 0.05 0.664 0.621 0.577 0.555 0.548 0.549 0.702 0.647 0.618 0.06 0.618 0.576 0.535 0.510 0.505 0.504 0.634 0.583 0.555 0.07 0.568 0.522 0.484 0.458 0.449 0.451 0.604 0.553 0.526 0.08 0.553 0.491 0.453 0.434 0.441 0.437 0.559 0.511 0.484 0.09 0.531 0.486 0.443 0.482 0.427 0.430 0.551 0.500 0.472 0.10 0.554 0.502 0.456 0.510 0.448 0.416 0.558 0.497 0.461 0.11 0.581 0.498 0.433 0.510 0.450 0.394 0.555 0.497 0.458 0.12 0.611 0.522 0.452 0.541 0.478 0.417 0.557 0.486 0.439 0.13 0.526 0.457 0.404 0.561 0.498 0.436 0.540 0.494 0.472 0.14 0.609 0.519 0.448 0.574 0.470 0.424 0.470 0.439 0.425 0.15 0.671 0.562 0.487 0.609 0.484 0.408 0.512 0.446 0.409 0.16 0.700 0.625 0.548 0.650 0.520 0.416 0.600 0.489 0.438 0.17 0.685 0.588 0.527 0.689 0.557 0.447 0.603 0.516 0.488 0.18 0.691 0.597 0.507 0.724 0.589 0.477 0.636 0.584 0.547 0.19 0.797 0.666 0.536 0.811 0.703 0.591 0.650 0.578 0.544 0.20 0.863 0.733 0.600 0.903 0.789 0.672 0.669 0.593 0.534 0.21 0.863 0.743 0.630 0.939 0.828 0.713 0.703 0.622 0.558 0.22 0.931 0.804 0.686 0.971 0.863 0.749 0.737 0.633 0.568 0.23 0.951 0.820 0.702 1.000 0.895 0.782 0.765 0.663 0.605 0.24 0.956 0.822 0.706 1.026 0.925 0.814 0.844 0.728 0.656 0.25 1.015 0.858 0.726 1.053 0.957 0.848 0.956 0.805 0.708 0.26 1.115 0.867 0.745 1.076 0.983 0.877 0.980 0.807 0.692 0.27 1.179 0.926 0.768 1.090 1.003 0.900 0.961 0.803 0.670 0.28 1.192 0.996 0.840 1.125 1.009 0.910 1.115 0.931 0.776 0.29 1.282 1.114 0.932 1.098 1.007 0.913 1.135 0.958 0.809 0.30 1.266 1.142 1.021 1.073 0.998 0.911 1.155 0.983 0.840 0.31 1.243 1.155 1.033 1.060 0.992 0.912 1.146 0.983 0.825 0.32 1.244 1.152 1.027 1.047 0.986 0.915 1.139 0.987 0.858 0.33 1.138 1.050 0.935 1.038 0.983 0.921 1.121 0.981 0.852 0.34 1.112 0.996 0.896 1.032 0.989 0.964 1.121 1.019 0.921 0.35 1.109 0.995 0.902 1.029 0.987 0.956 1.162 1.058 0.921 0.36 1.101 0.995 0.913 1.029 0.991 0.948 1.061 1.027 0.945 0.37 1.108 1.012 0.939 1.029 0.996 0.958 1.101 1.097 1.058 0.38 1.129 1.038 0.970 1.027 0.999 0.966 1.095 1.091 1.057 0.39 1.107 1.024 0.964 1.022 0.999 0.972

-1.089 1.091 1.049 0.40 1.098 1.025 0.993 1.014 0.996 0.974 1.016 1.029 1.026 0.41 1.046 1.028 1.022 1.000 0.988 0Q973 1.001 1.022 1.025 0.42 1.016 1.014 1.023 0.970 0.963 0.955 1.024 1.029 1.055 0.43 0.919 0.910 0.932 0.924 0.924 0.923 1.028 1.038 1.056 0.44 0.914 0.857 0.870 0.907 0.912 0.919 1.032 1.047 1.051 0.45 1.001 0.893 0.857 0.889 0.831 0.845 0.963 0.925 0.922 0.46 1.047 0.902 0.862 0.955 0.878 0.864 1.019 0.977 0.969 0.47 1.059 0.917 0.845 1.022 0.923 0.866 1.041 0.997 0.987 0.48 1.071 0.933 0.841 1.043 0.956 0.897 1.049 1.002 0.989 0.49 1.084 0.951 0.859 1.082 0.996 0.940 1.049 1.001 0.984 0.50 1.102 0.972 0.879 1.094 1.009 0.958 1.095 1.025 1.007 0.51 1.125 0.996 0.901 1.112 1.023 0.974 1.181 1.070 1.014

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 54 of 196 Date: 11/06/02 Period Time Histo I

Time Histo 2

Time Histon 3 (see) 1.2 1.4 1.6 1.2 1.4 1.6 g 1.2 g 1.4 1.6 g 0.52 1.152 1.020 0.921 1.173 1.046 0.989 1.171 1.070 0.991 0.53 1.173 1.039 0.936 1.222 1.097 1.006 1.235 1.144 1.074 0.54 1.191 1.054 0.948 1.254 1.133 1.043 1.312 1.220 1.157 0.55 1.210 1.071 0.963 1.275 1.159 1.073 1.331 1.235 1.151 0.56 1.233 1.089 1.000 1.274 1.164 1.085 1.441 1.341 1.251 0.57 1.303 1.176 1.049 1-201 1.106 1.038 1.502 1.402 1.313 0.58 1.458 1.326 1.191 1.285 1.175 1.085 1.483 1.387 1.303 0.60 1.597 1.472 1.349 1.360 1.230 1.121 1.473 1.382 1.304 0.62 1.622 1.549 1.445 1.362 1.308 1.247 1.371 1.282 1.199 0.64 1.579 1.522 1.434 1.371 1.319 1.259 1.442 1.400 1.334 0.66 1.540 1.495 1.418 1.448 1.413 1.375 1.434 1.399 1.349 0.68 1.525 1.491 1.438 1.490 1.456 1.417 1.414 1.380 1.340 0.70 1.493 1.467 1.424 1.404 1.363 1.328 1.A67 IA55 1.444 0.72 1.468 1.454 1.421 1.427 1.368 1.319 1.558 1.540 1.521 0.74 1.481 1.390 1.353 1.436 1.381 1.338 1.585 1.562 1.538 0.76 1.501 1.412 1.333 1 A61 1.410 1.369 1.613 1.590 1.566 0.78 1.514 1.424 1.346 1.A88 1.435 1.392 1.542 1.523 1.500 0.80 1.526 1.437 1.358 1.502 1.453 1.413 IA06 1.391 1.373 0.82 1.538 1.449 1.371 1.501 1.458 1.423 1.360 1.364 1.373 0.84 1.542 1.453 1.375 1.471 1.391 1.344 1.361 1.370 1.385 0.86 1.540 1.452 1.377 1A87 1.409 1.362 1.398 1.343 1.363 0.88 1.537 1.452 1.388 1.513 1.436 1.386 1.412 1.331 1.288 0.90 1.552 1.463 1.395 1.550 1.468 1.411 1.430 1.341 1.276 0.92 1.568 1.472 1.400 1.574 1.486 1.425 1.446 1350 1.278 0.94 1.585 1A82 1.406 1.578 1.491 1.430 1.607 1.506 1.427 0.96 1.605 1.494 1.412 1.584 1.501 1.441 1.672 1.574 1.497 0.98 1.627 1.509 1 A21 1.603 1.522 1.462 1.687 1.595 1.519 1.00 1.650 1.525 1.432 1.574 1.A93 1.432 1.701 1.612 1.539 1.05 1.759 1.570 1.453 1.712 1.603 1.532 1.688 1.584 1.518 1.10 1.891 1.668 1.501 1.802 1.660 1.553 1.937 1.810 1.692 1.15 1.982 1.752 1.574 1.989 1.831 1.706 2.123 2.009 1.905 1.20 2.113 1.869 1.677 2.378 2.236 2.106 2.045 -

1.974 1.926 1.25 2.161 1.946 1.794 2.343 2.221 2.110 2.040 1.991 1.948 1.30 2.251 2.081 1.930 2.387 2.257 2.133 2.208 2.017 1.971 1.35 2.536 2.378 2.217 2.537 2.423 2.300 2.460 2.257 2.068 1.40 2.706 2.564 2.390 2.586 2.488 2.375 2.541 2.362 2.179 IA5 2.688 2.585 2.440 2.597 2.513 2.410 2.655 2.503 2.408 1.50 2.656 2.585 2.465 2.640 2.565 2.470 2.372 2.300 2.221 1.55 2.672 2.620 2.514 2.497 2.444 2.407 2.232 2.206 2.173 1.60 2.699 2.662 2.570 2.489 2.517 2.509 2.335 2.348 2.328 1.65 2.669 2.694 2.663 2.634 2.667 2.662 2.617 2.640 2.623 1.70 2.635 2.724 2.719 2.607 2.640 2.633 2.663 2.696 2.690 1.75 2.575 2.685 2.703 2A29 2.463 2.462 2.602 2.649 2.659 1.80 2.514 2.585 2.616 2.283 2.332 2.386 2.572 2.621 2.642 1.85 2.470 2.537 2.577 2.325 2.421 2.492 2.410 2.463 2.486 1.90 2.378 2.438 2.460 2.459 2.566 2.645 2.434 2.468 2.494 1.95 2.286 2.354 2.382 2.319 2.423 2.501 2.529 2.570 2.600 2.00 2.177 2.252 2.288 2.021 2.132 2.228 2.416 2.459 2.491 2.05 2.110 2.173 2.215 1.967 2.101 2.224 2.314 2.373 2.426 2.10 2.115 2.182 2.227 2.023 2.109 2.227 2.224 2.310 2.392 2.15 1 2.123 2.194 2.244 2.052 2.115 2.177 2.112 2.198 2.278

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 55 of 196 Date: 11/06/02 Period Time Histo I

Time Histo 2

Time History 3 (sec) 12 1.4 g 1.6 I 12 X 1.4 g 1.6 1.2 2 1.4 g 1.6 X 2.20 2.099 2.174 2.227 2.088 2.157 2.224 1.978 2.059 2.130 2.25 2.045 2.124 2.180 1.995 2.067 2.135 1.882 1.968 2.045 2.30 1.991 2.072 2.132 1.934 2.009 2.080 1.810 1.902 1.985 2.35 1.935 2.019 2.082 1.904 1.985 2.061 1.771 1.857 1.947 2.40 1.877 1.964 2.031 1.801 1.884 1.962 1.802 1.854 1.931 2.50 1.756 1.851 1.927 1.807 1.876 1.947 1.607 1.656 1.730 2.60 1.656 1.741 1.825 1.773 1.843 1.915 1.794 1.864 1.938 2.70 1.654 1.683 1.722 1.672 1.742 1.814 1.677 1.756 1.842 2.80 1.652 1.681 1.700 1.568 1.639 1.711 1.545 1.619 1.696 2.90 1.649 1.680 1.700 1.489 1.534 1.589 1.438 1.459 1.494 3.00 1.647 1.679 1.702 1.430 1.478 1.531 1.458 1.477 1.505 3.10 1.647 1.683 1.707 1.477 1.510 1.541 1.506 1.525 1.547 3.20 1.653 1.691 1.718 1.417 1.460 1.500 1.556 1.576 1.599 3.30 1.663 1.704 1.734 1.324 1.360 1.402 1.521 1.543 1.566 3.40 1.656 1.700 1.734 1.383 1.432 1.477 1.554 I1.582 1.616 3.50 1.615 1.662 1.698 1.355 1.413 1.468 1.629 1.662 1.701 3.60 1.581 1.630 1.670 1.260 1.290 1.326 1.503 1.540 1.581 3.70 1.488 1.538 1.579 1.399 1.427 1.450 1.352 1.401 1.451 3.80 1.405 1.456 1.499 1.372 1.404 1.431 1.307 1.355 1.405 3.90 1.344 1.397 1.442 1.337 1.375 1.407 1.258 1.305 1.354 4.00 1.324 1.351 1.400 1.317 1.362 1.401 1.218 1.247 1.296 4.10 1.335 1.367 1.383 1.297 1.348 1.393 1.339 1.357 1.376 4.20 1.322 1.360 1.381 1.227 1.280 1.328 1.149

_1.167 1.186 4.30 1.311 1.355 1.382 1.207 1.230 1.254 1.076 1.082 1.112 4.40 1.159 1.203 1.234 1.201 1.223 1.246 1.142 1.124 1.111 4.50 1.155 1.170 1.186 1.173 1.190 1.206 1.206 1.191 1.180 4.60 1.157 1.173 1.189 1.202 1.220 1.235 1.265 1.277 1.295 4.70 1.157 1.174 1.190 1.281 1.305 1.326 1.340 1.361 1.383 4.80 1.163 1,173 1.190 1.254 1.283 1.309 1.368 1.381 1.392 4.90 1.184 1.188 1.196 1.225 1.259 1.291 1.359 1.374 1.387 5.00 1.172 1.181 1.190 1.200 1.239 1.275 1.340 1.356 1.371 5.10 1.170 1.183 1.194 1.177 1.217 1.257 1.354 1.373 1.391 5.20 1.169 1.185 1.199 1.151 1.192 1.233 1.361 1.382 1.405 5.40 1.183 1.203 1.220 1.075 1.111 1.150 1.321 1.349 1.378 5.60 1.184 1.190 1.193 1.063 1.050 1.039 1.210 1.205 1.222 5.80 1.172 1.182 1.189 1.228 1.228 1.230 1.234 1.246 1.255 6.00 1.158 1.173 1.185 1.272 1.280 1.288 1.200 1.219 1.235 6.20 1.141 1.161 1.177 1.244 1.243 1.237 1.176 1.198 1.218 6.40 1.115 1.137 1.156 1.339 1.346 1.349 1.156 1.179 1.204 6.60 1.088 1.099 1.110 1.217 1.231 1.242 1.201 1.201 1.200 6.80 1.083 1.093 1.104 1.093 1.109 1.119 1.222 1.228 1.232 7.00 1.080 1.088 1.098 1.066 1.075 1.086 1.245 1.261 1.278 7.20 1.086 1.096 1.104 1.063 1.071 1.079 1.225 1.247 1.269 7.40 1.080 1.092 1.102 1.085 1.097 1.108 1.263 1.251 1.236 7.60 1.074 1.085 1.097 1.103 1.109 1.113 1.327 1.325 1.320 7.80 1.069 1.079 1.090 1.132 1.141 1.148 1.239 1.250 1.257 8.00 1.069 1.076 1.086 1.162 1.174 1.184 1.078 1.082 1.084 8.50 1.104 1.113 1.120 1.037 1.030 1.031 1.139 1.139 1.139 9.00 1.099 1.113 1.126 1.077 1.082 1.088 1.150 1.157 1.163 9.50 1.062 1.078 1.095 1.173 1.1 84 1.195 1.163 1.170 1.174 10.00 1.038 1.056 1.083 1.230 1.248 1.264 1.143 1.159 1173

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 56 of 196 Date: 11/06/02 Table 7-12. Average amplification factors for the median, lower bound, and upper bound profiles analyzed Period (sec)

Median Profile Lower Bound Profile Upper Bound Profile 1.2 r 1.4 I 1.6w i 1.2,

1. 4a 1-6 1.2 1 1.4i a

1.6 g 0.01 0.788 0.693 0.608 0.470 0.410 0.383 0.888 0.846 0.813 0.03 0.797 0.701 0.615 0.475 0.414 0.387 0.901 0.856 0.822 0.04 0.652 0.573 0.502 0.388 0.338 0.316 0.738 0.700 0.672 0.05 0.563 0.495 0.434 0.335 0.292 0.273 0.641 0.605 0.581 0.06 0.516 0.453 0.397 0.306 0.267 0.249 0.588 0.555 0.531 0.07 0.472 0.414 0.363 0.280 0.244 0.228 0.543 0.508 0.487 0.08 0.443 0.390 0.342 0.263 0.229 0.214 0.515 0.481 0.458 0.09 0.430 0.376 0.329 0.253 0.219 0.205 0.521 0.471 0.448 0.10 OA27 0.372 0.324 0.248 0.215 0.201 0.541 0.483 0.444 0.11 OA13 0.362 0.316 0.243 0.209 0.196 0.549 0.482 0.428 0.12 0.406 0.355 0.311 0.239 0.206 0.193 0.570 0.495 0.436 0.13 0.401 0.349 0.306 0.237 0.205 0.190 0.542 0.483 0.438 0.14 0.386 0.338 0.298 0.233 0.199 0.185 0.551 0.476 0.432 0.15 0.381 0.333 0.292 0.232 0.196 0.182 0.597 OA97 0.435 0.16 0.408 0.351 0.304 0.238 0.198 0.182 0.650 0.545 0.468 0.17

.OA28 0.361 0.312 0.242 0.205 0.186 0.659 0.554 0.487 0.18 OA58 0.382 0.315 0.252 0.214 0.189 0.684 0.590 0.511 0.19 0.482 0.403 0.339 0.260 0.216 0.194 0.753 0.649 0.557 0.20 0.536 0.445 0.376 0.287 0.226 0.193 0.812 0.705 0.602 0.21 0.571 OA73 0.399 0.306 0.241 0.200 0.835 0.731 0.634 0.22

- 0.606 0.502 0.419 0.317 0.250 0.217 0.880 0.767 0.668 0.23 0.628 0.526 0.437 0.335 0.273 0.234 0.905 0.793 0.696 0.24 0.663 0.557 0.469 0.362 0.293 0.249 0.942 0.825 0.725 0.25 0.687 0.580 0.490 0.382 0.305 0.258 1.008 0.873 0.760 0.26 0.696 0.584 0.491 0.396 0.315 0.262 1.057 0.886 0.771 0.27 0.694 0.585 0.498 0.407 0.333 0.279 1.077 0.910 0.779 0.28 0.720 0.605 0.512 0.431 0.354 0.297 1.144 0.979 0.842 0.29 0.743 0.626 0.530 0.446 0.367 0.310 1.172 1.026 0.885 0.30 0.785 0.663 0.563 0.462 0.382 0.325 1.165 1.041 0.924 0.31 0.807 0.683 0.583 0.458 0.374 0.319 1.150, 1.043 0.924 0.32 0.826 0.704 0.605 0.486 0.392 0.325 1.144 1.041 0.933 0.33 0.828 0.704 0.606 0.504 0.408 0.341 1.099 1.005 0.903 0.34 0.867 0.744 0.642 0.520 0.422 0.354 1.089 1.001 0.927 0.35 0.912 0.780 0.675 0.541 OA39 0.367 1.100 1.013 0.926 0.36 0.936 0.806 0.697 0.564 OA59 0.384 1.064 1.004 0.936 0.37 0.979 0.846 0.736 0.584 0.476 0.408 1.079 1.035 0.985 0.38 1.031 0.892 0.777 0.609 0496 0.418 1.083 1.043 0.998 0.39 1.054 0.921 0.814 0.624 0.503 0.423 1.073 1.038 0.995 0.40 1.107 0.975 0.861 0.664 0.526 0.440 1.043 1.017 0.998 0.41 1.164 1.024 0.901 0.697 0.547 0.457 1.016 1.013 1.007 0.42 1.210 1.070 0.940 0.735 0.574 0.481 1.004 1.002 1.011 0.43 1.183 1.051 0.928 0.735 0.573 0.482 0.957 0.957 0.970 0.44 1.194 1.078 0.955 0.761 0.600 0.514 0.951 0.939 0.947 0.45 1.148 1.054 0.943 0.808 0.658 0.566 0.951 0.883 0.875 0.46 1.137 1.045 0.934 0.847 0.697 0.594 1.007 0.919 0.898 OA7 1.094 1.028 0.932 0.879 0.730 0.623 1.041 0.946 0.899 0.48 1.064 1.002 0.908 0.908 0.767 0.656 1.054 0.964 0.909 0.49 1.042 0.984 0.903 0.905 0.768 0.668 1.072 0.982 0.928 0.50 1.050 0.982 0.882 0.899 0.770 0.677 1.097 1.002 0.948

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 57 of 196 Date: 11/06/02 Period Median Prorile Lower Bound Profile Uppe Bound Profile (sec) 1.2g 1AR 1.6 Ig 1.2 1.4i 1.6 1.2 1.4 1.6 0.51 1.059 0.990 0.888 0.900 0.780 0.692 1.139 1.030 0.963 0.52 1.037 0.969 0.871 0.889 0.773 0.689 1.165 1.045 0.967 0.53 1.017 0.953 0.861 0.886 0.778 0.707 1.210 1.093 1.005 0.54 1.052 0.968 0.865 0.895 0.801 0.735 1.252 1.136 1.049 0.55 1.061 0.967 0.864 0.899 0.806 0.740 1.272 1.155 1.062 0.56 1.079 0.978 0.859 0.900 0.809 0.747 1.316 1.198 1.112 0.57 1.080 0.976 0.844 0.877 0.801 0.758 1.335 1.228 1.133 0.58 1.101 0.999 0.879 0.889 0.819 0.776 1.409 1.296 1.193 0.60 1.109 1.014 0.900 0.892 0.839 0.811 1.476 1.361 1.258 0.62 1.140 1.016 0.872 0.832 0.785 0.763 1.452 1.380 1.297 0.64 1.195 1.043 0.885 0.804 0.749 0.734 1.464 1.414 1.342 0.66 1.290 1.136 0.952 0.796 0.749 0.736 1.474 1.436 1.381 0.68 1.337 1.187 1.003 0.800 0.740 0.720 1.476 1.442 1.398 0.70 1.349 1.180 0.991 0.790 0.726 0.713 1.455 1.428 1.399 0.72 1.375 1.211 1.018 0.806 0.713 0.691 1.485 1.454 1.420 0.74 1.370 1.213 1.035 0.820 0.722 0.675 1.501 1.445 1.410 0.76 1.379 1.238 1.071 0.829 0.733 0.681 1.525 1.470 1.422 0.78 1.392 1.287 1.117 0.859 0.745 0.679 1.515 1.460 1.413 0.80 1.422 1.318 1.149 0.884 0.768 0.698 1.478 1.427 1.382 0.82 1.447 1.345 1.176 0.916 0.796 0.724 1.466 1.424 1.389 0.84 IA36 1.343 1.201 0960 0.834 0.757 1.458 1.405 1.368 0.86 1.443 1.354 1.214 0.970 0.842 0.766 1.475 1.401 1.368 0.88 1.427 1.343 1.207 0.978 0.846 0.771 1.488 1.406 1.354 0.90 1.409 1.329 1.200 0.996 0.864 0.784 1.511 1.424 1.361 0.92 1.390 1.316 1.198 1.018 0.885 0.796 1.529 1.436 1.368 0.94 1.378 1.325 1.244 1.059 0.898 0.807 1.590 1.493 1.421 0.96 1.404 1.348 1.265 1.077 0.911 0.806 1.620 1.523 1.450 0.98 1.416 1.358 1.273 1.091 0.925 0.816 1.639 1.542 1.468 1.00 1.406 1.346 1.262 1.108 0.935 0.823 1.642 1.543 1.468 1.05 1.417 1.358 1.280 1.170 1.016 0.906 1.720 I S86 1.501 1.10 1.411 1.334 1.261 1.190 1.086 0.990 1.877 1.713 1.582 1.15 1.494 1.399 1.322 1.269 1.164 1.070 2.031 1.864 1.729 1.20 1.610 1.469 1.342 1.267 1.178 1.117 2.179 2.026 1.903 1.25 1.687 1.542 1.402 1.228 1.174 1.143 2.181 2.052 1.951 1.30 1.767 1.625 1.482 1.283 1.233 1.209 2.282 2.118 2.011 1.35 1.867 1.708 1.547 1.315 1.256 1.227 2.511 2.353 2.195 1.40 1.900 1.734 1.566 1.314 1.240 1.190 2.611 2.471 2.315 1.45 1.955 1.765 1.580 1.308 1.232 1.181 2.647 2.533 2.419 1.50 2.013 1.820 1.622 1.331 1.249 1.205 2.556 2.483 2.386 1.55 2.089 1.898 1.698 1.366 1.272 1.214 2.467 2.423 2.365 1.60 2.158 1.966 1.762 1.396 1.297 1.230 2.508 2.509 2.469 1.65 2.279 2.041 1.832 1.446 1.346 1.277 2.640 2.667 2.649 1.70 2.314 2.098 1.904 1.499 1.385 1.309 2.635 2.687 2.681 1.75 2.354 2.152 1.952 1.534 1.417 1.339 2.535 2.599 2.608 1.80 2.436 2.229 2.032 1.589 1.466 1.385 2.456 2.513 2.548 1.85 2.471 2.298 2.102 1.632 1.494 1.413 2.402 2.474 2.518 1.90 2.527 2.351 2.181 1.731 1.583 1.487 2.424 2.491 2.533 1.95 2.504 2.392 2.242 1.816 1.661 1.565 2.378 2.449 2.494 2.00 2.450 2.388 2.269 1.845 1.710 1.617 2.205 2.281 2.336 2.05 2.503 2.429 2.301 1.882 1.747 1.657 2.130 2.216 2.288 2.10 2.523 2.444 2.294 1.957 1.782 1.690 2.121 2.200 2.282

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 58 of 196 Date: 11/06/02 Period Median Profile Lower Bound Profile Upper Bound Profile (sec) 1.2 v

1.4 16 1.2g 1 1.4 1.6 1.2 1.4 E 11.6 2.15 2.427 2.387 2.330 2.018 1.855 1.745 2.096 2.169 2.233 2.20 2.403 2.411 2.381 2.085 1.918 1.809 2.055 2.130 2.194 2.25 2.358 2.388 2.360 2.131 1.948 1.833 1.974 2.053 2.120 2.30 2.341 2.372 2.354 2.133 1.971 1.871 1.911 1.995 2.065 2.35 2.333 2.365 2.346 2.170 2.034 1.935 1.870 1.954 2.030 2.40 2.289 2.326 2.323 2.200 2.080 1.983 1.827 1.901 1.974 2.50 2.171 2.229 2.252 2.199 2.092 2.000 1.723 1.794 1.868 2.60 2.197 2.261 2.305 2.319 2.201 2.083 1.741 1.816 1.893 2.70 2.112 2.189 2.248 2.317 2.246 2.155 1.668 1.727 1.793 2.80 1.986 2.066 2.134 2.282 2.235 2.170 1.588 1.646 1.702 2.90 1.804 1.876 1.935 2.229 2.280 2.259 1.525 1.558 1.594 3.00 1.777 1.839 1.887 2.207 2.268 2.262 1.512 1.545 1.579 3.10 1.763 1.828 1.883 2.220 2.309 2.352 1.544 1.573 1.598 3.20 1.762 1.830 1.922 2.240 2.324 2.373 1.542 1.576 1.605 3.30 1.743 1.810 1.884 2.195 2.279 2.327 1.503 1.536 1.567 3.40 1.779 1.829 1.885 2.149 2.245 2.324 1.531 1.571 1.609 3.50 1.814 1.872 1.926 2.156 2.247 2.324 1.533 1.579 1.622 3.60 1.714 1.780 1.844 2.084 2.152 2.227 1.448 I A87 1.525 3.70 1.655 1.708 1.775 2.018 2.092 2.166 1.413 1.455 1.494 3.80 1.602 1.644 1.683 1.903 2.002 2.074 1.361 1.405 1.445 3.90 1.567 1.617 1.665 1.840 1.948 2.030 1.313 1.359 1.401 4.00 1.550 1.612 1.670 1.866 1.958 2.046 1.286 1.320 1.366 4.10 1.545 1.620 1.692 1.922 2.022 2.102 1.324 1.357 1.384 4.20 1.471 1.541 1.601 1.845 1.948 2.027 1.233 1.269 1.298 4.30 1.407 1.469 1.521 1.716 1.821 1.915 1.198 1.222 1.250 4.40 1.343 1.406 1.461 1.647 1.747 1.840 1.167 1.183 1.197 4.50 1.296 1.355 1.412 1.608 1.705 1.792 1.178 1.184 1.191 4.60 1.313 1.352 1.413 1.618 1.688 1.776 1.208 1.223 1.240 4.70 1.383 1.404 1.446 1.633 1.708 1.771 1.259 1.280 1.300 4.80 1.364 1.398 1.450 1.605 1.684 1.748 1.262 1.279 1.297 4.90 1.362 1.371 1.424 1.580 1.627 1.677 1.256 1.274 1.292 5.00 1.359 1.372 IA02 1.571 1.623 1.665 1.237 1.259 1.279 5.10 1.367 1.384 1.403 1.572 1.628 1.674 1.234 1.258 1.280 5.20 1.386 1.418 1.453 1.594 1.646 1.691 1.227 1.253 1.279 5.40 1.371 1.411 1.451 1.611 1.671 1.724 1.193 1.221 1.250 5.60 1.241 1.289 1.337 1.520 1.588 1.650 1.152 1.149 1.151 5.80 1.267 1.281 1.292 1.382 1.423 1.484 1.211 1.219 1.225 6.00 1.291 1.310 1.327 1.404 1.438 1.467 1.210 1.224 1.236 6.20 1.271 1.296 1.322 1.418 1 A54 1.484 1.187 1.201 1.211 6.40 1.283 1.297 1.309 1.385 1.A14 1.439 1.203 1.221 1.236 6.60 1.241 1.263 1.287 1.365 1.395 1.422 1.169 1.177 1.184 6.80 1.199 1.225 1.253 1.339 1.373 1.A04 1.133 1.143 1.152 7.00 1.209 1.224 1.238 1.339 1.377 1.410 1.131 1.142 1.154 7.20 1.202 1.218 1.232 1.324 1.370 1.409 1.125 1.138 1.151 7.40 1.180 1.201 1.221 l.282 1.316 1.346 1.143 1.147 1.149 7.60 1.182 1.200 1.214 1.279 1.310 1.335 1.168 1.173 1.177 7.80 1.182 1.193 1.209 1.282 1.319 1.351 1.147 1.157 1.165 8.00 1.158 1.176 1.193 1.268 1.306 1.339 1.103 1.111 1.118 8.50 1.119 1.118 1.119 1.147 1.185 1.215 1.093 1.094 1.096 9.00 1.163 1.173 1.182 1.210 1.217 1.227 1.117 1.125 9.50 1.189 1.194 1.201 1.228 1.233 1.246 1.133 1.144 1.155 10.00 1.240 1.248 1.258 1.311.

1.321 1.330 1.137 1.154 1.174

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 59 of 196 Date: 11/06/02 Table 7-13. Average and normalized standard error (S.E.) of the median profile amplification factors, input pga 1.2 g.

Average Normalized Period Profle Am lification Factors Amplification S. E.

(sec)

Time History I Time History 2 Tme History 3 Factor

(

0.01 0.742 0.826 0.798 0.788 3.14 0.03 0.740 0.824 0.828 0.797 3.61 0.05 0.525 0.581 0.585 0.563 3.45 0.075 0.425 0.470 0.477 0.457 3.59 0.10 0.408 0.448 0.426 0.427 2.65 0.15 0.402 0.367 0.374 0.381 2.79 0.19 0.441 0.509 0.497 0.482 4.34 0.20 0.534 0.579 0.496 0.536 4.44 0.30 0.852 0.868 0.636 0.785 9.54 0.42 1.297 1.116 1.216 1.210 4.32 0.50 0.892 1.155 1.105 1.050 7.68 0.60 1.021 1.150 ilS5__

1109 394 0.75 1.201 1.447 1.474 1.374 6.32 0.86 1.302 1.485 1.543 1.443 5.05 1.00 1.324 1.449 1.444 1.406 2.90 1.40 1.758 2.010 1.933 1.900 3.93 1.50 1.895 2.126 2.019 2.013 3.32 1.70 2.187 2.407 2.347 2.314 2.84 1.80 2.337 2.505 2.467 2.436 2.10 2.00 2.269 2.512 2.571 2.450 3.77 2.10 2.306 2.614 2.648 2.523 4.32 2.50 2.126 2.269 2.117 2.171 2.28 2.60 2.044 2.238 2.311 2.197 3.63 3.00 1.766 1.765 1.799 1.777 0.64 3.20 1.801 1.651 1.834 1.762 3.21 3.50 1.816 1.670 1.957 1.814 4.57 4.00 1.580 1.546 1.525 1.550 1.03 5.00 1.261 1.405 1.411 1.359 3.60 7.00 1.142 1.136 1.349 1.209 5.77 10.00 1.180 1 1.325 1.215 1.240 3.52

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 60 of 196 Date: 11/06/02 Table 7-14. Average and normalized standard error (S. E.) of the median profile amplification factors, input pga 1.4 g.

Average Normalized Period Profile Amplification Factors Amplification S. E.

(see)

Time History I Time History 2 Time History 3 Factor l/)

0.01 0.628 0.754 0.697 0.693 5.24 0.03 0.626 0.752 0.724 0.701 5.44 0.05 0.444 0530 0.511 0.495 5.30 0.075 0.359 0.429 0.417 0.402 5.43 0.10 0.340 0.404 0.373 0.372 5.01 0.15 0.332 0.340 0.327 0.333 1.10 0.19 0.361 0.430 0.416 0.403 5.22 0.20 0.427 OA89 0.418 0.445 5.04 0.30 0.703 0.759 0.527 0.663 10.53 0.42 1.173 0.985 1.051 1.070 5.16 0.50 0.856 1.130 0.961 0.982 8.12 0.60 0.933 1.109 1.000 1.014 5.06 0.75 1.075 1.381 1.221 1.225 7.21 0.86 1.211 1.454 1.397 1.354 5.41 1.00 1.260 IAI 1 1.368 1.346 3.35 1.40 1.619 1.799 1.784 1.734 3.34 1.50 1.697 1.902 1.862 1.820 3.45 1.70 1.994 2.254 2.045 2.098 3.80 1.80 2.128 2.370 2.188 2.229 3.27 2.00 2.193 2.517 2.453 2.388 4.16 2.10 2.235 2.585 2.511 2.444 4.36 2.50 2.103 2.346 2.238 2.229 3.15 2.60 2.029 2.317 2.437 2.261 5.36 3.00 1.748 1.834 1.936 1.839 2.94 3.20 1.792 1.720 1.978 1.830 4.19 3.50 1.822 1.729 2.066 1.872 5.37 4.00 1.629 1.596 1.609 1.612 0.59 5.00 1.290 1.443 1.384 1.372 3.24 7.00 1.161 1.154 1.358 1.224 5.47 10.00 1.189 1.340 1.215 1.248 3.74

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 61 of 196 Date: 11/06/02 Table 7-15. Average and normalized standard error (S. E.) of the median profile amplification factors, input pga 1.6 g.

Average Normalized Period Profl Ampliflcation Factors Amplification S. E.

(sec)

Time History 1 Time History 2 Time History 3 Factor

(%/)

0.01 0.545 0.680 0.600 0.608 6.45 0.03 0.543 0.678 0.623 0.615 6.38 0.05 0.384 0.478 0.440 0.434 6.26 0.075 0.306 0.386 0.356 0.352 6.71 0.10 0.290 0.362 0.321 0.324 6.39 0.15 0.280 0.311 0.285 0.292 3.25 0.19 0.305 0.357 0.354 0.339 4.94 0.20 0.357 0.405 0.366 0.376 3.90 0.30 0.593 0.651 0.445 0.563 10.91 0.42 1.040 0.856 0.925 0.940 5.71 0.50 0.782 1.049 0.815 0.882 9.52 0.60 0.804 1.044 0.853 0.900 8.14 0.75 0.945 1.236 0.978 1.053 8.75 0.86 1.088 1.384 1.170 1.214 7.26 1.00 1.178 1.349-1.260 1.262 3.92 1.40 1.499 1.580 1.618 1.566 2.25 1.50 1.518 1.658 1.691 1.622 3.27 1.70 1.808 2.034 1.872 1.904 3.53 1.80 1.940 2.144 2.012 2.032 2.94 2.00 2.102 2.441 2.265 2.269 4.31 2.10 2.149 2.456 2.278 2.294 3.87 2.50 2.061 2.413 2.283 2.252 4.57 2.60 1.994 2.391 2.531 2.305 6.97 3.00 1.727 1.906 2.029 1.887 4.64 3.20 1.874 1.800 2.094 1.922 4.59 3.50 1.825 1.798 2.154 1.926 5.95 4.00 1.670 1.655 1.684 1.670 0.49 5.00 1.322 1.485 1.398 1.402 3.36 7.00 1.181 1.171 1.363 1.238 5.05 10.00 1.201 1.360 1.213 1.258 4.06

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 62 of 196 Date: 11/06/02 Table 7-16. Average and normalized standard error (S. E.) of the lower bound profile amplification factors, input pga 1.2 g.

Avcrage Normalized Period Profile Amplification Factors Amplification S. E.

(sec Time History 1 Time History 2 Time History 3 Factor

(%)

0.01 0.402 0.511 0.496 0.470 7.23 0.03 0.400 0.509 0.5 15 0.475 7.86 0.05 0.283 0.359 0.364 0.335 7.84 0.075 0.227 0.291 0.297 0.272 8.26 0.10 0.209 0.270 0.266 0.248 7.98 0.15 0.226 0.235 0.237 0.232 1.46 0.19 0.232 0.260 0.287 0.260 6.11 0.20 0.283 0.293 0.286 0.287 0.99 0.30 0.460 0.491 0.437 0.462 3.35 OA2 0.809 0.670 0.725 0.735 5.46 0.50 0.827 0.967 0.903 0.899 4.49 0.60 0.797 0.974 0.904 0.892 5.77 0.75 0.823 0.840 0.811 0.825 1.01 0.86 0.874 1.098 0.939 0.970 6.84 1.00 1.060 1.166 1.097 1.108 2.82 1.40 1.288 1.261 1.394 1.314 3.09 1.50 1.255 1.302 1.437 1.331 4.08 1.70 1.534 1.386 1.576 1.499 3.84 1.80 1.709 1.392 1.666 1.589 6.25 2.00 1.861 1.824 1.851 1.845 0.59 2.10 1.913 2.021 1.938 1.957 1.66 2.50 1.919 2A13 2.264 2.199 6.65 2.60 1.881 2A24 2.653 2.319 9.87 3.00 2.054 2.282 2.287 2.207 3.48 3.20 2.307 2.114 2.297 2.240 2.80 3.50 1.959 2.087 2.422 2.156 6.40 4.00 1.801 1.873 1.923 1.866 1.90 5.00 1.479 1.602 1.634 1.571 3.01 7.00 1.265 1.340 1.412 1.339 3.16 10.00 1.264 IA21 1.248 1.311 4.22

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number. 63 of 196 Date: 11/06/02 Table 7-17. Average and normalized standard error (S. E.) of the lower bound profile amplification factors, input pga 1.4g.

Average Normalized Period Profile Amplification Factors Amplification S. E.

(see)

Time History 1 Time History 2 Tme History 3 Factor

(%/ )

0.01 0.352 0.435 0.442 0.410 7.03 0.03 0.350 0.433 0.459 0.414 7.93 0.05 0.247 0.305 0.324 0.292 7.95 0.075 0.198 0.246 0.265 0.236 8.48 0.10 0.180 0.227 0.238 0.215 8.29 0.15 0.173 0.202 0.212 0.196 6.01 0.19 0.180 0.221 0.246 0.216 8.94 0.20 0.212 0.233 0.233 0.226 3.15 0.30 0.368 0,386 0.391 0.382 1.81 0.42 0.608 0.527 0.586 0.574 4.21 0.50 0.706 0.825 0.780 0.770 4.51 0.60 0.791 0.874 0.852 0.839 2.94 0.75 0.734 0.726 0.722 0.727 0.52 0.86 0.774 0.934 0.818 0.842 5.70 1.00 0.915 0.993 0.897 0.935 3.13 1.40 1.208 1.228 1.282 1.240 1.78 1.50 1.171 1.252 1.325 1.249 3.58 1.70 1.428 1.265 1.463 1.385 4.42 1.80 1.593 1.258 1.547

.1.466 7.15 2.00 1.739 1.646 1.743 1.710 1.86 2.10 1.794 1.774 1.779 1.782 0.33 2.50 1.817 2.282 2.177 2.092 6.72 2.60 1.793 2.301 2.509 2.201 9.66 3.00 2.149 2.349 2.306 2.268 2.67 3.20 2.468 2.223 2.282 2.324 3.18 3.50 2.060 2.195 2.486 2.247 5.59 4.00 1.941 1.929 2.004 1.958 1.18 5.00 1.552 1.623 1.694 1.623 2.52 7.00 1.309 1.392 1

1.432 1.377 2.63 10.00 1.269 1.432 1.262 1.321 4.21

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 64 of 196 Date: 11/06/02 Table 7-18. Average and normalized standard error (S. E.) of the lower bound profile amplification factors, input pga 1.6g.

Average Normalized Period Profile Amplification Factors Amplification S. E.

(sec)

Time History 1 Time Historg 2 Time History 3 Factor

( )

0.01 0.336 0.402 0.412 0.383 6.21 0.03 0.334 0.400 0.428 0.387 7.18 0.05 0235 0.281 0.302 0.273 7.21 0.075 0.179 0.223 0.239 0.221 8.40 0.10 0.171 0.209 0.222 0.201 7.53 0.15 0.160 0.187 0.199 0.182 6.29 0.19 0.162 0.199 0.221 0.194 8.80 0.20 0.166 0.200 0.213 0.193 7.32 0.30 0.306 0.324 0.344 0.325 3.40 0.42 0.506 0.442 0.494 0.481 4.09 0.50 0.619 0.732 0.680 0.678 4.83 0.60 0.805 0.804 0.825 0.811 0.84 0.75 0.705 0.655 0.672 0.677 2.14 0.86 0.728 0.824 0.744 0.766 3.86 1.00 0.810 0.887 0.771 0.823 4.16 1.40 1.159 1.205 1.207 1.190 1.31 1.50 1.110 1.251 1.252 1.205 3.90 1.70 1.342 1.200 1.386 1.309 4.28 1.80 1.497 1.190 1.467 1.385 7.05 2.00 1.644 1.534 1.674 1.617 2.63 2.10 1,700 1.680 1.691 1.690 0.34 2.50 1.730 2.167 2.103 2.000 6.81 2.60 1.715 2.192 2.343 2.083 9.09 3.00 2.172 2.351 2.265 2.262 2.29 3.20 2.564 2.272 2.283 2.373 4.04 3.50 2.125 2.283 2.563 2.324 5.52 4.00 2.053 2.013 2.073 2.046 0.86 5.00 1.611 1.641 1.743 1.665 2.40 7.00 1.349 1.427 1.454 1.410 2.23 10.00 1.264-1.444 1.281 1.330 4.31

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 65 of 196 Date: 11/06/02 Table 7-19. Average and normalized standard error (S. E.) of the upper bound profile amplification factors, input pga 1.2 g.

Average Normalized Period Profile Amplification Factors Amplification S. E.

(sec)

Time History 1 Time History 2 Time History 3 Factor (0/ )

0.01 0.928 0.786 0.950 0.888 5.82 0.03 0.928 0.785 0.990 0.901 6.75 0.05 0.664 0.555 0.702 0.641 6.90 0.075 0.560 0.446 0.581 0.529 7.95 0.10 0.554 0.510 0.558 0.541 2.85 0.15 0.671 0.609 0.512 0.597 7.72 0.19 0.797 0.811 0.650 0.753 6.85 0.20 0.863 0.903 0.669 0.812 8.93 0.30 1.266 1.073 1.155 1.165 4.79 0.42 1.016 0.970 1.024 1.004 1.67 0.50 1.102 1.094 1.095 1.097 0.21 0.60 1.597 1.360 1.473 1.476 4.63 0.75 1.491 1.449 1.599 1.513 2.95 0.86 1.540 1.487 1.398 1.475 2.81 1.00 1.650 1.574 1.701 1.642 2.25 1.40 2.706 2.586 2.541 2.611 1.89 1.50 2.656 2.640 2.372 2.556 3.59 1.70 2.635 2.607 2.663 2.635 0.61 1.80 2.514 2.283 2.572 2.456 3.59 2.00 2.177 2.021 2.416 2.205 5.21 2.10 2.115 2.023 2.224 2.121 2.74 2.50 1.756 1.807 1.607 1.723 3.48 2.60 1.656 1.773 1.794 1.741 2.47 3.00 1.647 1.430 1.458 1.512 4.50 3.20 1.653 1.417 1.556 1.542 4.45 3.50 1.615 1.355 1.629 1.533 5.82 4.00 1.324 1.317 1.218 1.286 2.68 5.00 1.172 1.200 1.340 1.237 4.18 7.00 1.080 1.066 1.245 1.131 5.09 10.00 1.038 1.230 1.143 1.137 4.88

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 66 of 196 Date: 11/06/02 Table 7-20. Average and normalized standard error (S. E.) of the upper bound profile amplification factors, input pga 1.4g.

Average Normalized Period ProfUle Amplification Factors Amplification S. L (sec)

Time History 1 Time History 2 Time Histor 3 Factor (9

0.01 0.876 0.782 0.879 0.846 3.76 0.03 0.874 0.779 0.915 0.856 4.69 0.05 0.621 0.548 0.647 0.605 4.92 0.075 0.506 0.445 0.532 0.494 5.20 0.10 0.502 0.448 0.497 0.483 3.55 0.15 0.562 0.484 0.446 0.497 6.83 0.19 0.666 0.703 0.578 0.649 5.69 0.20 0.733 0.789 0.593 0.705 8.26 0.30 1.142 0.998 0.983 1.041 4.85 0.42 1.014 0.963 1.029 1.002 1.98 0.50 0.972 1.009 1.025 1.002 1.58 0.60 1.472 1.230 1.382 1.361 5.9 0.75 1.401 1.395 1.576 1.457 4.07 0.86 1.452 1.409 1.343 1.401 2.26 1.00 1.525 1.493 1.612 1-543 2.31 1.40 2.564 2.488 2.362 2.471 2.39 1.50 2.585 2.565 2.300 2.483 3.70 1.70 2.724 2.640 2.696 2.687 0.92 1.80 2.585 2.332 2.621 2.513 3.61 2.00 2.252 2.132 2.459

_2.281 4.18 2.10 2.182 2.109 2.310 2.200 2.67 2.50 1.851 1.876 1.656 1.794 3.86 2.60 1.741 1.843 1.864 1.816 2.09 3.00 1.679 1 A78 1.477 1.545 4.36 3.20 1.691 1.460 1.576 1.576 4.23 3.50 1.662 1.413 1.662 1.579 5.26 4.00 1.351 1.362 1.247

_--.320 __

2.78 5.00 1.181 1.239 1.356 1.259 4.10 7.00 1.088 1.075 1.261 1.142 5.24 10.00 1.056 1.248 1.159 1.154 4.81

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 67 of 196 Date: 11/06/02 Table 7-21. Average and normalized standard error (S. E.) of the upper bound profile amplification factors, input pga 1.6g Average Normalized Period Profile Ampliflcatlon Factors Amplification S. E.

(see)

Time History I Time History 2 Time History 3 Factor (n.)

0.01 0.815 0.782 0.842 0.813 2.12 0.03 0.813 0.780 0.875 0.822 3.38 0.05 0.577 0.549 0.618 0.581 3.43 0.075 0.469 0.444 0.507 0.474 3.86 0.10 0.456 0.416 0.461 0.444 3.23 0.15 0.487 0.408 0.409 0.435 6.03 0.19 0.536 0.591 0.544 0.557 3.11 0.20 0.600 0.672 0.534 0.602 6.58 0.30 1.021 0.911 0.840 0.924 5.71 0.42 1.023 0.955 1.055 1.011 2.91 0.50 0.879 0.958 1.007 0.948 3.92 0.60 1.349 1.121 1.304 1.25S 5.56 0.75 1.350 1.343 1.542 1.412 4.62 0.86 1.377 1.362 1.363 1.368 0.35 1.00 1.432 1.432 1.539 1.468 2.44 1.40 2.390 2.375 2.179 2.315 2.94 1.50 2.465 2.470 2.221 2.386 3.44 1.70 2.719 2.633 2.690 2.681 0.94 1.80 2.616 2.386 2.642 2.548 3.20 2.00 2.288 2.228 2A91 2.336 3.41 2.10 2.227 2.227 2.392 2.282 2.40 2.50 1.927 1.947 1.730 1.868 3.70 2.60 1.825 1.915 1.938 1.893 1.81 3.00 1.702 1.531 1.505 1.579 3.90 3.20 1.718 1.500 1.599 1.605 3.93 3.50 1.698 1.68 1.701 1.622 4.76 4.00 1.400 I.40 1

1.296 1.366 2.54

_5.00 1.190 1.275 1.371 1.279 I

4.10 7.00 1.098 1.086 1.278 1.154 5.38 10.00 1.083 1.264 1.173 1.174 4.45

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 68 of 196 Date: 1 1/06/02 Figure 7-14. Average amplification factors, 1.2 g input pga

~Median Lower Bound

-'p 2.5 Upper Bound A

Selected Periods Selected Periods 2

Selected Periods

~

s.

.2

0.

1

.2 1.5-

-phl.

E 0.5

-I fill....

0.01 0.1 1

10 Period (Sec)

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number 69 of 196 Date: 11/06/02 Figure 7-15. Average amplification factors, 1.4 g input pga 3

-I-I-I-Median Lower Bound 2.5 Upper Bound Selected Periods Selected Periods 2

Selected Periods

/

C a

L1 C0 011 E

0.01 0.1 1

10 I

Period (Sec)

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 70 of 196 Date: 11/06/02 Figure 7-16. Average amplification factors, 1.6 g input pga 2.5 2.5 -

_ ~Median ____/-i _

-Lower Bound Upper Bound 2

Selected Periods

_7 Co-Selected Periods 1

M~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~

C Selected Periods I I I

E 0 1_

_ _._ X l 5'U j

\\33\\_

c:

E

~~~~~~V

<~~~~~~~~~~~~~

0.5 0.01 0.1 1

10 Period (Sec)

Calc Number. GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 71 of 196 Date: 11/06/02 7.2 Empirical Constraint on Spectral Shape An empirical constraint was developed to account for the potential over-damping of high frequency spectral content by SHAKE.

7.2.1 Select Time histories Based on Assumption 3.2, 14 time histories ( 2 horizontal components from 7 stations) from soil sites that recorded the 1994 Northridge earthquake with peak ground accelerations greater than 0.4g and having shear wave velocity profiles (http://geoinfo.usc.edu/rosrine/) similar to the HBIP shear wave velocity range were used for empirical constraints on the high frequency spectral shape (Idriss, 2002). The selected time histories are listed in Table 7-22.

Table 7-22. Ground motion recordings used to develop average horizontal rock shape.

Station Name Symbol Rupture Orientation PGA PGV PGD Distance (deg)

(Q)

(cm/s)

(cm)

Rinaldi Receiving Station RRS228 27.6 228 0.838 166.1 28.78 RRS318 318 0.472 73.0 19.76 Sylmar Converter Station East SCE018 6.1 018 0.828 117.5 34.22 SCE288 288 0.493 74.6 28.69 Sylmar Converter Station SCS052 6.2 052 0.612 117.4 53.47 SCS142 142 0.897 102.8 46.99 Sepulveda VA SPV270 8.9 270 0.753 84.8 18.68 SCS360 360 0.939 76.6 14.95 Sylmar, Olive View Medical SYLO90 6.4 090 0.604 78.2 16.05 SYL360 360 0.843 129.6 32.68 Newhall - Fire Station NWHO90 7.1 090 0.583 75.5 17.57 NWH360 360 0.590 97.2 38.05 Jensen Filter Plant JEN022 6.2 022 0.424 106.2 43.06 JEN292 292 0.593 99.3 24.00

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 72 of 196 Date: 11/06/02 7.2.2 Compute Response Spectra Response spectral accelerations at sixteen spectral periods and 5% damping for each of the fourteen time histories were computed using the program SPCTLR.EXE. The results are shown in pseudo-acceleration in Table 7-32 below.

Table 7-23. 5% damped response spectral accelerations for fourteen ground motion recordings in Table 7-22.

Period ___

Pseo Spectral lceenIons RRS RRS SCE SCE SCS SCS SPV SPV SYL SYL JEN JEN NWH NWH (sec) 228 318 018 288 052 142 270 360 090 360 022 292 090 360 0.01 0.838 0.473 0.828 0.493 0.615 0.900 0.756 944 0.609 0.853 0.426 0.593 0.585 0.597 0.02 0.840 0.475 0.831 0.497 0.621 0.909 0.761 0.951 0.613 0.862 0.427 0.595 0.586 0.604 0.03 0.844 0.478 0.839 0.504 0.636 0.933 0.757 0.974 0.604 0.908 0.425 0.596 0.581 0.600 0.05 0.904 0.795 0.895 0.516 0.655 0.998 0.768 0.947 0.605 0.956 0.431 0.613 0.614 0.618 0.08 0.946 0.912 1.087 0.646 0.851 0.983 0.800 0.950 0.655 1.090 0.456 0.629 0.703 0.746 0.10 1.0351 0.918 1.151 0.751 0.776 1.108 0.872 1.191 1.014 1.255 0.453 0.649 0.971 0.846 0.15 1.195 1.229 1.358 1.519 0.711 1.263 1.003 1.461 0.821 1.304 0.506 0.878 1.404 0.922 0.20 1.483 1.288 1.509 1.372 1.070 1.374 1.341 2.204 0.920 1.225 0.558 0.945 1.227 1.396 0.30 1.754 1.754 1.631 0.794 1.007 1.304 1.120 2.784 1.062 2.616 0.904 1.128 2.423 1.956 0.50 1.770 1.014 1.282 0.696 1.125 1.468 1.484 1.651 1.341 1.991 0.648 1.467 1.204 1.640 0.75 2.039 0.911 1.418 0.920 1.765 1.553 1.649 1.425 0.855 1.204 1.117 1.575 0.710 1.881 1.00 1.825 0.812 0.768 0.978 1.356 1.396 1.128 0.633 0.616 0.867 1.102 1.770 0.739 1.172 t.50 1.001 0.518 0.601 0.566 0.649 1.271 0.432 0.256 0.443 0.850 0.644 0.960 0.520 o.772 2.00 0.571 0.477 0.418 0.512 0.630 0.703 0.271 0.203 0450 0.616 0.498 0.763 0.260 0.439 3.00 0.261 0.245 0.356 0.260 0.567 0.184 0.083 0.248 0.263 0.343 0.509 0.250 0.156 0.187 4.00 0.149 0.083 0.174 0.100 0.237 0.100 0.049 0.096 0.092 0.126 0257 0.096 0.097 0.153

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 73 of 196 Date: 11/06/02 7.2.3 Compute Average Spectral Shape The spectral shapes for each of the fourteen records were obtained by normalizing the response spectral values to their respective peak ground accelerations. The results of the normalization are presented in Table 7-24.

Table 7-24. Spectral shapes for the fourteen ground motion recordings in Table 7-22.

Period Sectral Shape RRS RRS SCE SCE SCS SCS SPV SPV SYL SYL JEN JEN NWH NWH (sec) 228 318 018 288 052 142 270 360 090 360 022 292 090 360 0.010 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 1.000 0.020 1.003 1.005 1.004 1.007 1.010 1.010 1.007 1.007 1.006 1.011 1.003 1.003 1.002 1.011 0.030 1.008 1.011 1.013 1.023 1.034 1.036 1.002 1.032 0.991 1.065 1.000 1.004 0.994 1.005 0.050 1.079 1.682 1.080 1.047 1.065 1.109 1.018 1.003 0.992 1.121 1.012 1.032 1.049 1.038 0.075 1.130 1.929 1.312 1.310 1.383 1.091 1.058 1.008 1.074 1.278 1.072 1.060 1.202 1.250 0.100 1.238 1.942 1.389 1.523 1.261 1.230 1.154 1.261 1.664 1.471 1.06 1.094 1.661 1.417 0.150 1.426 2.601 1.639 3.079 1.155 1.403 1.327 1.547 1.347 1.529 1.189 1.479 2.400 1.543 0.200 1.770 2.726 1.822 2.782 1.740 1.527 1.774 2.334 1.510 1.436 1.311 1.592 2.098 2.338 0.300 2.094 3.712 1.969 1.611 1.637 1.449 1.483 2.949 1.742 3.067 2.12S 1.900 4.143 3.275 0.500 2.113 2.146 1.547 1.412 1.829 1.530 1.964 1.749 2.200 2.335 1.524 2.472 2.058 2.747 0.750 2.435 1.927 1.711 1.865 2.889 1.725 2.182 1.509 1.402 1.412 2.625 2.654 1.214 3.150 1.000 2.179 1.718 0.927 1.983 2.204 1.551 1.A93 0.670 1.011 1.018 2.590 2.983 1.263 1.963 1.500 1.195 1.096 0.726 1.148 1.055 1.411 0.572 0.271 0.726 0.998 1.512 1.617 0.888 1.293 2.000 0.682 1.010 0.50S 1.038 1.024 0.781 0.359 0.215 0.738 0.723 1.170 1.286 0445 0.734 3.000 0.312 0.518 0.430 0.527 0.921 0.204 0.110 0.263 0.431 0.402 1.198 0.421 0.268 0.313 4.000 0.177 0.176 0.210 0.203 0.384 0.111 0.065 0.101 0.151 0.148

.604 0.162 0.18 0.258 The final average horizontal spectral shape is determined by taking the linear average of the fourteen spectral shapes in Table 7-24. This final spectral shape is presented in Table 7-25 below.

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 74 of 196 Date: 11/06/02 Table 7-25 Average horizontal rock spectral shape based on 14 Northridge strong motion recordings.

Period Average (se Spectral Shape 0.010 1.0000 0.020 1.0063 0.030 1.0155 0.050 1.0945 0.075 1.2255 0.100 1.3835 0.150 1.6904 0.200 1.9114 0.300 2.3682 0.500 1.9805 0.750 2.0486 1.000 1.6823 1.500 1.0362 2.000 0.7649 3.000 0.4510 4.000 0.2081

8. RESULTS The average site-specific soil amplification factors for input rock pga levels of 1.4 g and 1.6 g are listed in Table 8-1. These amplification factors are applicable to rock spectra developed for "generic" soft-rock sites, consistent with the definition of rock used in the developing the empirical attenuation relations used in California.

The empirical spectral shape for large ground motions (PGA>0.6g) for soil sites with shear-wave velocity profiles similar to the profile at HBIP is listed in Table 8-2.

Calc Number. GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 75 of 196 Date: 11/06/02 Table 8-1. Average amplification factors Period Median Lower Bound Upper Bound (sec) 1.4 g 1.6 g-1.4 g 1.6 g 1.4 g 1.6 g 0.010 0.693 0.608 0.410 0.383 0.846 0.813 0.030 0.701 0.615 0.414 0.387 0.856 0.822 0.050 0.495 0.434 0.292 0.273 0.605 0.581 0.075 0.402 0.352 0.236 0.221 0.494 0.473 0.100 0.372 0.324 0.215 0.201 0.483 0.444 0.150 0.333 0.292 0.196 0.182 0.497 0.435 0.200 0.445 0.376 0.226 0.193 0.705 0.602 0.300 0.663 0.563 0.382 0.325 1.041 0.924 0.420 1.070 0.940 0.574 0.481 1.002 1.011 0.500 0.982 0.882 0.770 0.677 1.002 0.948 0.600 1.014 0.900 0.839 0.811 1.361 1.258 0.640 1.043 0.885 0.749 0.734 1.414 1.342 0.750 1.225 1.053 0.727 0.678 1.457 1.416 0.860 1.354 1.214 0.842 0.766 1.401 1.368 1.000 1.346 1.262 0.935 0.823 1.543 1.468 1.200 1.469 1.342 1.178 1.117 2.026 1.903 1.450 1.765 1.580 1.232 1.181 2.533 2.419 1.700 2.098 1.904 1.385 1.309 2.687 2.681 2.200 2.411 2.381 1.91

_ 1.809 2.130 2.194 2.600 2.261 2.305 2.201 2.083 1.816 1.893 3.200 1.830 1.922 2.324 2.373 1.576 1.605 3.500 1.872 1.926 2.247 2.324 1.579 1.622 4.100 1.620 1.692 2.022 2.102 1.357 1.384 4.300 1.469 1.521 1.821 1.915 1.222 1.250 SA00 1.411 1.451 1.671 1.724 1.221 1.250 6.200 1.296 1.322 1.454

_1.484 1.201 1.211 7.800 1.193 1.209 1.319 1.3S1 1.157 1.165 10.000 1.248 1.258 1.321 1.330 1.154 1.174 Note: Values for amplification factors for 0.075 and 0.75 seconds are from Tables 7-22 through 30. All other periods are from Tables 7-18 through 7-21.

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 76 of 196 Date: 11/06/02 Table 8-2. Average Horizontal Rock Spectral Shape Based on Northridge Strong Motion Recordings.

Period (sec)

Average Spectral Shape (Salpga) 0.010 1.000 0.020 1.000 0.030 1.016 0.050 1.095 0.075 1.225 0.100 1.384 0.150 1.690 0.200 1.911 0.300 2.368 0.500 1.980 0.750 2.049 1.000 1.682 1.500 1.036 2.000 0.765 3.000 0.451 4.000 0.208

Calc Number GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 77 of 196 Date: 1 1/06/02

9. CONCLUSIONS The amplification factors (Table 8-1) represent the site amplification of earthquake ground motion at the HBIP site at input pga motion levels of 1.4 g and 1.6g. The amplified surface soil spectrum should be check against Table 8-2 to ensure that the final spectrum has sufficient spectral contents, especially in the high frequency range.

Limitations:

1. The calculations were performed for a M7.8 earthquake. They may be applied to earthquakes with magnitudes from 7.5 to 7.8, with some conservatism at long periods for M<7.8.

2. Due to use of three time histories in the site response analyses, the uncertainty in the average amplification factors is in the range of 0.5% to 10%. Therefore, the median value of the amplification factors are accurate to 10% due to the limited number of time histories used.

10. REFERENCES Abrahamson, N. A., and W. J. Silva (1997) "Empirical Response Spectral Attenuation Relations for Shallow Crustal Earthquakes", Seismological Research Letters, Vol. 68, No. 1, pp.94-127.

ASCE4, (1986) Seismic Analysis of Safety-Related Nuclear Structures and Commentary on Standard for Seismic Analysis of Safety Related Nuclear Structures, published by American Society of Civil Engineers, N.Y., N.Y., September 1986.

Bevington, P. R. (1969). Data Reduction and Error Analysis for the Physical Sciences, McGraw-Hill.

GEO.HBIP.02.04, rev 0, Development of Response Spectra for the HBEP ISFSL prepared by PG&E Geosciences Department, November 2002.

GEO.DCPP.01.32, Verification of Computer Program SPCTLR.EXE, prepared by PG&E Geosciences Department for DCPP, ISFSI, August, 2002 Idriss I.M. and Sun, J.I. (1991) User's Manual for SHAKE91, A Computer Program for Conducting Equivalent Linear Seismic Response Analyses of Horizontally Layered Soil Deposits, published by Center for Geotechnical Modeling, Department of Civil and Environmental Engineering, University of California, Davis, November, 1992.

Idriss, I.M., (2002) Humboldt Nuclear Power Plant ISFSI Project, Letter to Norm Abrahamson, PG&E Geosciences Department, dated July 25, 2002.

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 78 of 196 Date: 11/06/02 Schnabel, P. B., Lysmer, J., and H. B. Seed (1972) "SHAKE: A Computer Program for Earthquake Response Analysis of Horizontally Layered Sites", Report No. UCB/EERC-72/12, Earthquake Engineering Research Center, University of California, Berkeley, December.

Seed, H.B. and Idriss, I.M. (1970) Soil Moduli and Damping Factors for Dynamic Response Analyses, Report No. EERC 70-10, Earthquake Engineering Research Center, University of California, Berkeley, December, 1970, 40 pp.

White, R.K., (2002) Review and Acceptance of ICEC SHAKE verification documentation, Letter to Chris Hartz, UFSP, DCPPm Amy 30, 2002.

White, R. K. (2002) Ground Response Analysis for Humbolt Bay ISFSI Project, Letter to Ann Becker with attachments, May 31, 2002.

Calc Number: GEO.HBIP.02.06 Rev Nunber: 0 Sheet Number: 79 of 196 Date: 11/06/02

11. ENCLOSURES AND ATTACHMENTS Enclosed CD-ROM contains the input and output files for ground response analysis using SHAKE96. Detailed description of the CD contents are listed below. A copy of the CD is filed under calculation package GEO.HBIP.02.06 available with PG&E Geosciences Department.

Appendix A contains the spectral shapes of the various ground response analysis Appendix B contains the printout of the 3 acceleration time histories used in the analysis Appendix C contains the key input of the ground response analysis Appendix D contains the key output of the ground response analysis README.TXT - DESCRIPTION OF CONTENTS ON CD The files and directories on this cd were used for the HBPP SHAKE analyses perormed in June, 2002 for calculation package GEO.HBIP.02.06 Rev. 0.

An files other than those Identified below are ASCII files (text files) that can be viewed by any text editor such as MS NotePad or WordPad programs or be Imported into any word processor such as MS WORD for viewing.

The four binary files under subdirectory SHAKE98 and one binary me under Northridge that cannot be read as text files are:

SHAKE96.EXE Executable file for SHAKE used In the analyses SHAKE96S.EXE Verified SHAKE program used to verify SHAKE96.

RUN386.EXE Lahey DOS Extender File needed for SHAKE96S.EXE F77L3.EER Lahey Error Messages File needed for SHAKE96S.EXE SPCTLR.EXE Executable file for SPCTLR DESCRIPTION OF FILE STRUCTURE ON CD The Input time histories are In directory 'inpuLth'; the program Is the executable SHAKE96.exe.

The remaining directories contain all Input and output files.

The directory naming scheme Includes the profile designation.

The profile analyzed is called profie m1'. Profile m2 Isthe lower bound and m3 is the upper bound on m1I. The earthquake used appears next hI the directory name: eqs 7 through 9 correspond to time histories sent by Norm Abrahamson (directory inpuLth')

according to:

Eq 7= M7.8 Set I Eq 8 = M7.8 Set 2 Eq 9 M7.8 Set 3.

In the 'Input' subdirectories under each mxyjruns' are the SHAKE input files.

The naming convention includes the profile designation and the Input pga used, with the letter p' standing in for a decimal. For example, file m2_1pOg.lnp In directory m28j'uns' models the lower bound profile, M7.8 Set 2 input time history, with pga scaled to 1.0g.

The output file suffixes correspond to:

• .out - SHAKE output file

=.at 5 ACC time history file (at ground surface)

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 80 of 196 Date: 11/06/02

.rsp = response spectrum of surface motion SHAKE96 Test Run directory contains the executable file of SHAKE96 used for this project Testinp is the test run Input file. Test.out is the test run putput file. Dam.acc is the nput ACC time history used by Testinp. Testout is checked against the SHAKE96S.out under the subdirectoy Verified SHAKE96S' which was run the verified SHAKE96S using the same Test.inp and the Diam.acc.

Northridge subdirectoy contains the 14 records used to establish the high frequecy constraints on the surface response spectrum.

.at2 = recorded time histories

• .050 = 5% damped spectrum computed by SPCTLR

.inp = input files for SPCTLR UST OF FILES Directory of CD FOR GEO.HBIP.02.06 REV.0 10/29/2002 01:52p 1 292002 01 :52p 10/29/2002 01:50p 10/29/2002 01:17p 10/29/2002 01:16p 029/2002 01:16p 10/22002 01:15p 10/29/2002 01:14p 10/29/2002 01:14p 10/29/2002 01:14p 10/29/2002 01:13p 10/29/2002 01:13p 06/27/2002 08:17a 10/2912002 01 -48p 2 Fle(s)

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Input-th THREE INPUT TIME HISTORIES USED IN THE ANALYSES

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ml7_runs ANALYSIS FOR THE MEDIAN PROFILE WITH EQ SET 1

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mlnms ANALYSIS FOR THE MEDIAN PROFILE WITH EQ SET 2

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mlg_runs ANALYSIS FOR THE MEDIAN PROFILE WITH EQ SET 3

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m27_njns ANALYSIS FOR THE LOWER BOUND PROFILE WITH EQ SET 1

<DIR m28_runs ANALYSIS FOR THE LOWER BOUND PROFILE WITH EQ SET 2

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m29-runs ANALYSIS FOR THE LOWER BOUND PROFILE WITH EQ SET 3

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m37runs ANALYSIS FOR THE UPPER BOUND PROFILE WITH EQ SET 1

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m38&runs ANALYSIS FOR THE LOWER BOUND PROFILE WITH EQ SET 2

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m39nms ANALYSIS FOR THE LOWER BOUND PROFILE WITH EQ SET 3 1,446 readme.txt

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SHAKE96 Test Run 1,446 bytes Directory of CD FOR GEO.HBIP.02.06 REV.Olnputh THREE INPUT TIME HISTORIES USED IN THE ANALYSES 10/29/2002 01 :50p 1029/2002 01:60p 05(29/2002 03:17a 05/29/2002 03:17a 05(29(2002 03:17a 3 File(s)

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67.422 m78setl.acc GROUND MOTION SET 1 123,100 m78set2.acc GROUND MOTION SET 2 121,050 m7fset3.acc GROUND MOTION SET 3 311,572 bytes Directory of CD FOR GEO.KBIP.02.06 REV.0Vni17juns ANALYSIS FOR THE MEDIAN PROFILE WITH EQ SET 1 10/29/2002 01:17p 10(2912002 01:17p 10/29/2002 01:22p 06/04/202 09:41a 06104/2002 09:41a 06104/2002 09:41a 06104/2002 09:41a 06104/2002 09:41a 06104/2002 09:41a 0614/2002 09.42a 0804/2002 09:42a 06104/2002 09:42a 10/22/2002 01:36a 10/22/2002 01:36a 10/22/2002 01:36a 06/0412002 09-40a 06104/2002 09:40a

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Input 66,574 mrp p0g.ath COMPUTED SURFACE MOTION WITH 1.OG INPUT ACO 105,311 ml_1pg.out OUTPUT OF ANALYSIS WITH 1.OG INPUT ACC 29,901 mlp0g.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 1.OG INPUT 66,574 ml-1p2g.ath COMPUTED SURFACE MOTION WITH 1.2G INPUT ACC 105,311 m1_1p2g.out OUTPUT OF ANALYSIS WITH 1.2G INPUT ACC 29,901 mp2g.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 1.2G INPUT 66,574 ml1lp4g.ath COMPUTED SURFACE MOTION WITH 1.4G INPUT ACC 105,311 ml_1p4g.out OUTPUT OF ANALYSIS WITH 1.4G INPUT AGC 29,901 ml_1p4g.rmp RESPONSE SPECTRUM OF SURFACE MOTION WITH 1.4G INPUT 66,574 mllp6g.ath COMPUTED SURFACE MOTION WITH 1.6G INPUT ACC 105,311 mI1 p6g.out OUTPUT OF ANALYSIS WITH 1.6G INPUT ACC 29,901 ml_lp6g.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 1.6G INPUT 66,574 mlplg.ath COMPUTED SURFACE MOTION WITH 0.IG INPUT ACC 105,311 ml.plg.out OUTPUT OF ANALYSIS WITH 0.1 INPUT ACC

06/04/2002 09:40a 0104/2002 09:40a 06/04/2002 09:40a 0610412002 09:40a 06104/2002 0940a 06/04/2002 09:40a 08104/2002 09 40a 06104/2002 0941a 06t04/2002 09:41a 06104J2002 09:41a 06/0412002 09:41a 06t04/2002 0941a 06/0412002 09:41a 0810412002 09:41a 06/04/2002 09:41a 0810412002 09:41a 060412002 09:41 a 06/0412002 09:41a 06/04/2002 09:41a 06104/2002 09-41a 06J04/2002 0941a 06t0412002 09.41a 08104'2002 09:41a 06/0412002 09:41a 06/04/2002 0941a 39 File(s)

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 81 of 196 Date: 11/06/02 29,901 mlplg.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 0.1G INPUT 66,574 mlp2g.ath COMPUTED SURFACE MOTION WITH 0.2G INPUT ACC 105,311 mlp2g.out OUTPUT OF ANALYSIS WITH 0.2G INPUT ACC 29,901 mlp2g.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 0.2G INPUT 66,574 ml-p3g.ath COMPUTED SURFACE MOTION WITH 0.3G INPUT ACC 105,311 mlp3g.out OUTPUT OF ANALYSIS WITH 0.3G INPUT ACC 29,901 mlp3g.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 0.3G INPUT 66,574 mlp4g.ath COMPUTED SURFACE MOTION WITH 0.4G INPUT ACC 105,311 mlp4g.out OUTPUT OF ANALYSIS WITH 0.4G INPUT ACC 29,901 mlp4g.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 0.4G INPUT 66,574 mnlp5g.ath COMPUTED SURFACE MOTION WITH 0.5G INPUT ACC 105,311 mlpSg.out OUTPUT OF ANALYSIS WITH 0.5G INPUT ACC 29,901 mlp5g.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 0.5G INPUT 66,574 mlp6g.ath COMPUTED SURFACE MOTION WITH 0.6G INPUT ACC 105,311 mlD6g.out OUTPUT OF ANALYSIS WITH 0.6B INPUT ACC 29,901 mlp6g.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 0.6G INPUT 66,574 mlp7g.ath COMPUTED SURFACE MOTION WITH 0.7G INPUT ACC 105,311 mlp7g.out OUTPUT OF ANALYSIS WITH 0.7G INPUT ACC 29,901 mlp7g.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 0.7G INPUT 66,574 ml.p8g.ath COMPUTED SURFACE MOTION WITH 0.8G INPUT ACC 105,311 ml_p8g.out OUTPUT OF ANALYSIS WITH 0.8G INPUT ACC 29,901 mlp8g.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 0.8G INPUT 66,574 ml p9g.ath COMPUTED SURFACE MOTION WITH 0.9G INPUT ACC 105,311 mlp9g.out OUTPUT OF ANALYSIS WITH 0.9G INPUT ACC 29,901 mlp9g.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 0.9G INPUT 2,623,218 bytes Directory of CD FOR GEO.HBIP.02.06 REV.0 mt17_runs'dnput 10129/2002 01:22p 10t29/2002 01:22p 060412002 07:57a 060412002 07:57a 0604/2002 07:57a 1 0222002 12 40a 0810412002 07:56a 06104/2002 07:56a 0810V2002 07:56a 06/04/2002 07:56a 06/04/2002 07:56a 06104/2002 07:56a 08104/2002 07:56a 0J04/2002 07:56a 0104/2002 07:56a 13 File(s)

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11,221 ml p0g.Inp INPUT FILE FOR GROUND MOTION SCALED TO 1.OG 11,221 m1_1p2g.inp INPUT FILE FOR GROUND MOTION SCALED TO 1.2G 11,221 mll p4g.inp INPUT FILE FOR GROUND MOTION SCALED TO 1.4G 11,221 m 1p6g.Inp INPUT FILE FOR GROUND MOTION SCALED TO 1.6G 11,221 mlplg.Inp INPUT FILE FOR GROUND MOTION SCALED TO 0.10 11,221 mlp2g.Inp INPUT FILE FOR GROUND MOTION SCALED TO 0.1G 11,221 mlp3g.Inp INPUT FILE FOR GROUND MOTION SCALED TO 0.3G 11,221 mlp4g.inp INPUT FILE FOR GROUND MOTION SCALED TO 0.4G 11,221 m1_p5g.inp INPUT FILE FOR GROUND MOTION SCALED TO 0.5G 11.221 m1 p6g.inp INPUT FILE FOR GROUND MOTION SCALED TO 0.6G 11,221 mlp7g.Ip INPUT FILE FOR GROUND MOTION SCALED TO 0.7G 11,221 mlp8g.inp INPUT FILE FOR GROUND MOTION SCALED TO 0.8G 11,221 m-1p9g.Inp INPUT FILE FOR GROUND MOTION SCALED TO 0.9G 145,873 bytes Directory of CD FOR GEO.HBIP.02.06 REV.0 \\m18_runs ANALYSIS FOR THE MEDIAN PROFILE WITH EQ SET 2 10129/2002 01:16p 10/2912002 01:16p 10/29/2002 01:22p 06/04/2002 09-.47a 06104/2002 09:47a 0810412002 09 47a 08104/2002 09:47a 081042002 09:47a 06//2002 09:47a 04/W2002 09:48a 06/04/2002 09:48a 06/0412002 09:48a 10122/2002 01:36a 1012212002 01:36a 102/2002 01:36a 06104/2002 09.45a 06/04/2002 09:45a 060412002 09:45a 06104/2002 09.45a

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input 121,573 mlp0g.ath COMPUTED SURFACE MOTION WITH 1.0G INPUT ACC 105,311 m_1pOg.out OUTPUT OF ANALYSIS WITH 1.0G INPUT ACC 29,901 m_1pOg.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 1.0G INPUT 121,573 m1lp2g.ath COMPUTED SURFACE MOTION WITH 1.2G INPUT ACC 105,311 ml_ p2g.out OUTPUT OF ANALYSIS WITH 1.2G INPUT ACC 29,901 mp2g.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 1.20 INPUT 121,573 mIlp4g.ath COMPUTED SURFACE MOTION WITH 1.4G INPUT ACC 105,311 mllp4g.out OUTPUT OFANALYSIS WITH 1.4G INPUT ACC 29,901 mltp4g.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 1.4G INPUT 121,573 ml1 p6g.ath COMPUTED SURFACE MOTION WITH 1.6G INPUT ACC 105,311 ml_ p6g.out OUTPUT OF ANALYSIS WITH 1.6G INPUT ACC 29,901 m1l-p6g.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 1.6G INPUT 121,573 m_p1g.ath COMPUTED SURFACE MOTION WITH 0.1 G INPUT ACC 105,311 mlpl g.out OUTPUT OF ANALYSIS WITH 0.1 G INPUT ACC 29,901 mplg.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 0.1G INPUT 121,573 ml-p2g.ath COMPUTED SURFACE MOTION WITH 0.2G INPUT ACC

06/04/2002 09:45a 06104/2002 0945a 06104/2002 09:45a 06/04/2002 09:45a 06/04/2002 09:45a 06/04/2002 09:46a 06/04/2002 09:46a 06/04J2002 09:46a 06/04/2002 09:46a 06/04/2002 09:46a 06/04/2002 09:46a 06/042002 09:46a 06/04/2002 09:46a 06/04/2002 09:46a 06104J2002 09:46a 06/04/2002 09:46a 06/04/2002 09:46a 06/04/2002 09:47a 06/04/2002 09:47a 06/04/2002 09:47a 061/2002 09:47a 06/04/2002 09:47a 06/04/2002 09:47a 39 File(s)

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 82 of 196 Date: 1 1/06/02 105,311 mlp2g.out OUTPUT OF ANALYSIS WITH 0.2G INPUT ACC 29,901 mlp2g.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 02G INPUT 121,573 ml1p3g.at COMPUTED SURFACE MOTION WITH 0.3G INPUT ACC 105,311 mlp3g.out OUTPUT OF ANALYSIS WITH 0.3G INPUT ACC 29,901 ml.p3g.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 0.3G INPUT 121,573 mlp4g.ath COMPUTED SURFACE MOTION WITH 0.4G INPUT ACC 105,311 ml._p4g.out OUTPUT OF ANALYSIS WITH 0.4G INPUT ACC 29,901 mlp4g.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 0.4G INPUT 121,573 ml_.p5g.ath COMPUTED SURFACE MOTION WITH 0.5G INPUT ACC 105,311 m1jp5g.out OUTPUT OF ANALYSIS WITH 0.5G INPUT ACC 29,901 mlp5g.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 0.5G INPUT 121,573 mlp6g.ath COMPUTED SURFACE MOTION WITH 0.6G INPUT ACC 105,311 ml.p6g.out OUTPUT OF ANALYSIS WITH 0.6G INPUT ACC 29,901 mlp6g.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 0.6G INPUT

.121,573 mlp7g.ath COMPUTED SURFACE MOTION WITH 0.7G INPUT ACC 105,311 mlp7g.out OUTPUT OF ANALYSIS WITH 0.7G INPUT ACC 29,901 mlp7g.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 0.7G INPUT 121,573 mlp8g.ath COMPUTED SURFACE MOTION WITH 0.8G INPUT ACC 105,311 mlp~g.out OUTPUT OF ANALYSIS WITH 0.8G INPUT ACC 29,901 mlp8g.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 0.8G INPUT 121,573 mlp9g.at) COMPUTED SURFACE MOTION WITH 0.9G INPUT ACC 105,311 m1_p9g.out OUTPUT OF ANALYSIS WITH 0.9G INPUT ACC 29,901 mlp9g.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 0.9G INPUT 3,338,205 bytes Directory of CD FOR GEO.HBIP.02.06 REV.0 m18uns\\Input 10/29/2002 012p 1029/2002 01:22p 06/04/2002 07:59a 06/04/2002 07:59a 0604/2002 07:59a t122002 12:40a 06/04/2002 07:58a 06/04/2002 07:59a 06/04/2002 07:59a 06/04/2002 07:59a 06/42002 07:59a 06/04/2002 07:59a 06/04/2002 07:59a 06/04/2002 07:59a 06/04/2002 07:59a 13 File(s)

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11,221 m1lpOg.Inp INPUT FILE FOR GROUND MOTION SCALED TO 1.OG 11,221 mllp2g.Inp INPUT FILE FOR GROUND MOTION SCALED TO 12G 11,221 ml_1p4g.1np INPUT FILE FOR GROUND MOTION SCALED TO 1.4G 11,221 m_1p6g.Inp INPUT FILE FOR GROUND MOTION SCALED TO 1.6G 11,221 ml-plg.Inp INPUT FILE FOR GROUND MOTION SCALED TO 0.1G 11,221 mlp2g.inp INPUT FILE FOR GROUND MOTION SCALED TO 0.1G 11,221 mp3g.inp INPUT FILE FOR GROUND MOTION SCALED TO 0.3G 11,221 mp4g.Inp INPUT FILE FOR GROUND MOTION SCALED TO 4G 11,221 mp5g.inp INPUT LE FOR GROUND MOTION SCALED TO 0.5G 11,221 mp6g.inp INPUT FILE FOR GROUND MOTION SCALED TO 0.6G 11,221 mp7g.inp INPUT FILE FOR GROUND MOTION SCALED TO 0.7G 11,22Wp8g.Inp INPUT FILE FOR GROUND MOTION SCALED TO 0.8G 11,221 mTp9g.inp INPUT FILE FOR GROUND MOTION SCALED TO 0.90 145,87 bytes Directory of CD FOR GEO.HBIP.02.06 REV.0 n19nuns ANALYSIS FOR THE MEDIAN PROFILE WITH EO SET 3 10/29/2002 01:16p 10292002 01:16p 1029/2002 01:22p 06/04/2002 09:56a 06/W2002 09:56a 06A04/2002 09:56a 06/04/2002 09:57a 06/04/2002 09:57a 06/04/2002 09:57a 06/042002 09:57a 06/02002 09:57a 06/04/2002 09 57a 10/22/2002 01:37a 1022/2002 01:37a 10/222002 01:37a 06/04/2002 09:54a 06/04/2002 09:54a 06/04/2002 09:54a 06/04/2002 09:54a 06/04/2002 09-54a 06/04/2002 08 54a

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Input 119,548 ml-lp0g.ath COMPUTED SURFACE MOTION WITH 1.0G INPUT ACC 105,311 m1_1pOg.out OUTPUT OF ANALYSIS WITH 1.OG INPUT ACC 29,901 mlpOg.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 1.0G INPUT 119,548 m1lp2g.ath COMPUTED SURFACE MOTION WITH 1.2 INPUT ACC 105,311 ml-lp2g.out OUTPUT OF ANALYSIS WITH 1.2G INPUT ACC 29,901 m1lp2g.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 1.2G INPUT 119,548 mllp4g.ath COMPUTED SURFACE MOTION WITH 1.4G INPUT ACC 105,311 m1lp4g.out OUTPUT OF ANALYSIS WITH 1.4G INPUT ACC 29,901 mllp4g.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 1.4G INPUT 119,548 m1_1p6g.afl COMPUTED SURFACE MOTION WITH 1.6G INPUT ACC 105,311 mllp6g.out OUTPUT OF ANALYSIS WITH 1.6G INPUT ACC 29,901 m1_1p6g.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 1.6G INPUT 119,548 mlplg.ath COMPUTED SURFACE MOTION WITH 0.1G INPUT ACC 105,311 mlplg.out OUTPUTOFANALYSIS WITH 0.1G INPUTACC 29,901 mlp1g.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 0.1 G INPUT 119,548 mlp2g.ath COMPUTED SURFACE MOTION WITH 0.2G INPUT ACC 105,311 mlp2g.out OUTPUT OF ANALYSIS WITH 0.2G INPUT ACC 29,901 mlp2g.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 0.2G INPUT

06/04/2002 09:55a 06/04/2002 09:55a 06/0412002 09:55a 06/04/2002 09:55a 0604/2002 09-55a 06/04/2002 09:55a 06/04/2002 09:55a 06/0412002 09:55a 06104/2002 09:55a 06/04/2002 09:55a 06/04/2002 09:55a 06/04/2002 09:55a 06/12002 09:56a 06/04/2002 09:58a 06/04/2002 09:58a 06/042002 09:56a 06/04/2002 09:56a 0610412002 09 5a 06/04/2002 09:56a 06/04/2002 09:56a 00412002 09:56a 39 File(s)

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 83 of 196 Date: 11/06/02 119,548 mlp3g.ath COMPUTED SURFACE MOTION WITH 0.3G INPUT ACC 105,311 mlp3g.out OUTPUT OF ANALYSIS WITH 0.3G INPUT ACC 29,901 ml1p3g.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 0.3G INPUT 119,548 m1_P4g.ath COMPUTED SURFACE MOTION WITH 0.4G INPUT ACC 105,311 mlp4g.out OUTPUT OF ANALYSIS WITH 0.4G INPUT ACC 29,901 mlp4g.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 0.4G INPUT 119,548 mlp5g.ath COMPUTED SURFACE MOTION WITH 0.5G INPUT ACC 105,311 ml.p5g.out OUTPUT OF ANALYSIS WITH 0.5G INPUT ACC 29,901 m1_p5g.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 0.5G INPUT 119,548 mlp6g.ath COMPUTED SURFACE MOTION WITH 0.6¢ INPUT ACC 105,311 mlp6goout OUTPUT OF ANALYSIS WITH 0.6G INPUT ACC 29,901 m1_p6grsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 0.6G INPUT 119,548 mlp7g.ath COMPUTED SURFACE MOTION WITH 0.7G INPUT ACC 105,311 mlp7g.out OUTPUT OF ANALYSIS WITH 0.7G INPUT ACC 29,901 mlp7g.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 0.7G INPUT 119,548 mlp8g.at COMPUTED SURFACE MOTION WITH 0.86 INPUT A¢C 105,311 mlpg.out OUTPUT OF ANALYSIS WITH 0.8G INPUT ACC 29,901 mtp8g.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 0.8G INPUT 119,548 ml.p9g.ath COMPUTED SURFACE MOTION WITH 0.90 INPUT ACC 105,311 mlp9g.out OUTPUT OF ANALYSIS WITH 0.96 INPUT ACC 29,901 mlp9g.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 0.9G INPUT 3,311,880 bytes Directory of CD FOR GEO.HBIP.02.06 REV.0nl9_unsUnput 10/29/2002 01:22p 10/2912002 01: 2 2p 06/04/2002 1227a 06/04/2002 1227a 06/0412002 12:27a 10Z22t2002 12.41a 06/04/2002 12:25a 06/0412002 1225a 06/0412002 1225a 06/04t2002 1225a 06/042002 1226a 06/0412002 12:26a 06/0412002 12.26a 06/0412002 12.26a 0604/2002 1226a 13 File(s)

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11,221 m1_-1p0g.kp INPUT FILE FOR GROUND MOTION SCALED TO 1.OG 11,221 ml1p2g.1np INPUT FILE FOR GROUND MOTION SCALED TO 1.2G 11,221 m1_1p4g.Inp INPUT FILE FOR GROUND MOTION SCALED TO 1.4G 11,221 ml_p6g.Inp INPUT FILE FOR GROUND MOTION SCALED TO 1.6G 11,221 ml.plg.Inp INPUT FILE FOR GROUND MOTION SCALED TO 0.16 11,221 mlp2gInp INPUT FILE FOR GROUND MOTION SCALED TO 0.1 G 11.221 mlp3g.Inp INPUT FILE FOR GROUND MOTION SCALED TO 0.3G 11,221 m1_p4g.np INPUT FILE FOR GROUND MOTION SCALED TO 0.4G 11.221 mlpsg.Inp INPUT FILE FOR GROUND MOTION SCALED TO 0.5G 11,221 mlp6g.Inp INPUT FILE FOR GROUND MOTION SCALED TO 0.6G 11,221 mlp7g.Inp INPUT FILE FOR GROUND MOTION SCALED TO 0.7G 11,221 m1 p8g.Inp INPUT FILE FOR GROUND MOTION SCALED TO 0.8G 11,221 mp9g.Inp INPUT FILE FOR GROUND MOTION SCALED TO 0.9G 145,873 bytes Direcoy of CD FOR GEO.HBIP.02.06 REV.0 um27_runs ANALYSIS FOR THE LOWER BOUND PROFILE WITH EQ SET 1 1012912002 01:15p 10/29t2002 01:15p 10129t2002 01:2 3p 06t0412002 09:43a 06/04t2002 0943a 06/04/2002 09 43a 06/042002 09:43a 06/04Z2002 09:43a 06042002 09:43a 060412002 09:43a 06/04/2002 09:43a 06t04t2002 09:43a 10/2212002 01:36a 10122/2002 01:36a 12212002 01:36a 06/0412002 09:42a 06/04/2002 09:42a 06/04J2002 09:42a 06/04/2002 09:42a 06/04/2002 09:42a 06/0412002 09:42a 06/042002 09:42a

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Input 66,574 m2_lpOg.ath COMPUTED SURFACE MOTION WITH 1.0G INPUT ACC 105,311 m2_Ip0gout OUTPUT OF ANALYSIS WITH 1.06 INPUT ACC 29,901 m2_lpOg.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 1.0G INPUT 66,574 m2_1 p2g.ath COMPUTED SURFACE MOTION WITH 1.2G INPUT ACC 105,311 m2_lp2g.out OUTPUT OF ANALYSIS WITH 1.26 INPUT ACC 29,901 m2.jp2g.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 1.2G INPUT 66,574 m2_lp4g.ath COMPUTED SURFACE MOTION WITH 1.4G INPUT ACC 105,311 m2_lp4g.out OUTPUT OF ANALYSIS WITH 1.46 INPUT ACC 29,901 m2_1p4g.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 1.4G INPUT 68,574 m2_lp6g.ath COMPUTED SURFACE MOTION WITH 1.6G INPUT ACC 105,311 m2_ lp~g.out OUTPUT OF ANALYSIS WITH 1.66 INPUT ACe 29,901 m2_lpfgtrsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 1.6G INPUT 66,574 m2..pl g.alh COMPUTED SURFACE MOTION WITH 0.1G INPUT ACC 105,311 m2_pl g.out OUTPUT OF ANALYSIS WITH 0.1G INPUT AGC 29,901 m2_plg.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 0.1G INPUT 66,574 m2.p2g.ath COMPUTED SURFACE MOTION WITH 0.2G INPUT ACC 105,311 m2jp2g.out OUTPUT OF ANALYSIS WITH 0.2G INPUT ACC 29,901 m2_p2g.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 0.2G INPUT 68,574 m2.p3g.ath COMPUTED SURFACE MOTION WITH 0.3G INPUT ACC

06/04/2002 09:42a 06/0412002 09:42a 06/04/2002 09:42a 06/04/2002 09:42a 06104/2002 09:42a 06104/2002 09:42a 06J0412002 09:42a 06/04/2002 09:42a 06/04/2002 09:42a 06/0412002 09:42a 06/04/2002 09:42a 06104/2002 09:42a 06/0412002 09:42a 061042002 09:42a 0604/2002 09:43a 06/04/2002 09 43a 06/04/2002 09:43a 06/04/2002 09:43a 06/04/2002 09:43a 06104/2002 09:43a 39 File(s)

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 84 of 196 Date: 11/06/02 105,311 m2.p3g.out OUTPUT OF ANALYSIS WITH 0.3G INPUT ACC 29,901 m2_p3g.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 0.3G INPUT 66,574 m2p4g.at COMPUTED SURFACE MOTION WITH 0.4G INPUT ACC 105,311 m2.p4g.out OUTPUT OF ANALYSIS WITH 0.4G INPUT ACC 29,901 m2.p4g.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 0.4G INPUT 66,574 m2.p5g.ath COMPUTED SURFACE MOTION WITH 0.5G INPUT ACC 105,311 m2_p5g.out OUTPUT OF ANALYSIS WITH 0.5G INPUT ACC 29,901 m2_p5g.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 0.5G INPUT 66,574 m2_p6g.ath COMPUTED SURFACE MOTION WITH 0.6G INPUT ACC 105,311 m2_p6g.out OUTPUT OF ANALYSIS WITH 0.6G INPUT ACC 29,901 m2_p6g.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 0.6G INPUT 66,574 m2_p7g.ath COMPUTED SURFACE MOTION WITH 0.7G INPUT ACC 105,311 m2_p7g.out OUTPUT OF ANALYSIS WITH 0.7G INPUT ACC 29,901 m2_p7g.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 0.7G INPUT 66,574 m2p8g.at COMPUTED SURFACE MOTION WITH 0.8G INPUT ACC 105,311 m2.p8g.out OUTPUT OF ANALYSIS WITH 0.8G INPUT ACC 29,901 m2_p8g.nsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 0.8G INPUT 66,574 m2_p9g.ath COMPUTED SURFACE MOTION WITH 0.9G INPUT ACC 105,311 m2_p9g.out OUTPUT OF ANALYSIS WITH 0.9G INPUT ACC 29,901 m2_p9g.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 0.9G INPUT 2,623,218 bytes Directory of CD FOR GEO.HBIP.02.06 REV.0 \\m27runs\\input 10/29/2002 01 :23p 10/29/2002 01:23p 06104/2002 08:20a 06/04/2002 08.20a 06/04/2002 0820a 10t22/2002 12:47a 06/0412002 08:19a 06/0412002 08:19a 06/0412002 08:t9a 06/04/2002 08:19a 06104/2002 08:20a 06/04/2002 08:20a 06/0412002 08:20a 060412002 0820a 06042002 08:20a 13 File(s)

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11,217 m2_1 p0g.Inp INPUT FILE FOR GROUND MOTION SCALED TO 1.0G 11,217 m2_1p2g.inp INPUT FILE FOR GROUND MOTION SCALED TO 1.2G 11,217 m2_1p4g.1np INPUT FILE FOR GROUND MOTION SCALED TO 1.4G 11,217 m2_lp6g.inp INPUT FILE FOR GROUND MOTION SCALED TO 1.6G 11,217 m2_plg.Inp INPUT FILE FOR GROUND MOTION SCALED TO 0.1 G 11,217 m2 p2g.Inp INPUT FILE FOR GROUND MOTION SCALED TO.1(G 11,217 m2_p3g.Inp INPUT FILE FOR GROUND MOTION SCALED TO 0.3G 11,217 m2.p4g.Inp INPUT FILE FOR GROUND MOTION SCALED TO 0.4G 11,217 m2..p5g.Inp INPUT FILE FOR GROUND MOTION SCALED TO 0.5G 11,217 m2.p6g.Inp INPUT FILE FOR GROUND MOTION SCALED TO 0.6G 11,217 m2_p7g.inp INPUT FILE FOR GROUND MOTION SCALED TO 0.7G 11,217 m2 p8g.Inp INPUT FILE FOR GROUND MOTION SCALED TO 0.8G 11,217 m2_p9g.inp INPUT FILE FOR GROUND MOTION SCALED TO 0.9G 145,B21 bytes

• Directory of CD FOR GEO.HIP.02.06 REV.0 m28_runs ANALYSIS FOR TE LOWER BOUND PROFILE WIT EQ SET 2 10/29/2002 01:14p 10/29/2002 01:14p 10/2912002 01:23p 0604/2002 09:50a 06104J2002 09:50a 06/04J2002 09:50a 0610412002 09:50a 06/04J2002 09:50a 0610412002 09:50a 06/04/2002 09:51a 06/0412002 09:51a 06/04/2002 09:51a 10/2212002 01:37a 10/22/2002 01:37a 1012212002 01:37a 06/04/2002 09:4a 0614/2002 09:48a 06/04/2002 09:48a 06/04/2002 09:48a 06104/2002 09:48a 06t04/2002 09.48a 06/04/2002 09:48a 06104f2002 09:48a

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Input 121,573 m21pOg.ath COMPUTED SURFACE MOTION WITH 1.0G INPUT ACC 105,311 m2_lp0g.out OUTPUT OF ANALYSIS WITH.OG INPUTACC 29,901 m2_lpOy.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH.OG INPUT 121,573 m2_lp2g.ath COMPUTED SURFACE MOTION WITH 1.2G INPUT ACC 105,311 m2_1lp2g.out OUTPUT OF ANALYSIS WITH 1.2& INPUT ACC 29,901 m2_lp2g.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 1.2G INPUT 121,573 m2_1lp4g.ath COMPUTED SURFACE MOTION WITH 1.4G INPUT ACC 105,311 m2_lp4g.out OUTPUT OF ANALYSIS WITH 1.4G INPUT ACC 29,901 m2_lp4g.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 1.4G INPUT 121,573 m2.jp6g.ath COMPUTED SURFACE MOTION WITH 1.6G INPUT ACC 105,311 m2_1p6g.out OUTPUT OF ANALYSIS WITH 1.6G INPUT ACC 29,901 m2_lp6g.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH.6G INPUT 121,573 m2_p1 g.ath COMPUTED SURFACE MOTION WITH 0.1(G INPUT ACC 105,311 m2_plg.out OUTPUT OF ANALYSIS WITH 0.1G INPUT ACC 29,901 m2_plg.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 0.1G INPUT 121,573 m2_p2g.ath COMPUTED SURFACE MOTION WITH 0.2& INPUT ACC 105,311 m2_p2g.out OUTPUT OFANALYSIS WITH 0.20 INPUT ACC 29,901 m2_p2g.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 0.2G INPUT 121,573 m2-p3g.ath COMPUTED SURFACE MOTION WITH 0.3G INPUT ACC 105,311 m2p3g.out OUTPUT OF ANALYSIS WITH 0.3G INPUT ACC

06/04/2002 09:48a 06/04/2002 09:49a 0610412002 09:49a 0610412002 09:49a 06/04/2002 0949a 06/04/2002 09:49a 06/0412002 09:49a 06/04/2002 09 49a 06/04/2002 09 49a 06/04/2002 09 49a 06104/2002 09:49a 06/04/2002 09 49a 06/04/2002 09:49a 06/04/2002 09:50a 06104/2002 09:50a 06/04/2002 09:S0a 06/04/2002 09:50a 06/04/2002 09.50a 06/04/2002 09 50a 39 FIle(s)

Calc Number. GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 85 of 196 Date: 11/06/02 29,901 m2.p3g.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 0.3G INPUT 121,573 m2_p4g.ath COMPUTED SURFACE MOTION WITH 0.4G INPUT ACC 105,311 m2.p4gout OUTPUT OF ANALYSIS WITH 0.4G INPUT ACC 29,901 m2jp4g.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 0.4G INPUT 121,573 m2_p5g.ath COMPUTED SURFACE MOTION WITH 0.5G INPUT ACC 105,311 m2_p5g.out OUTPUT OF ANALYSIS WITH 0.5G INPUT ACC 29,901 m2 p5g.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 0.5G INPUT 121.573 m2_p6g.ath COMPUTED SURFACE MOTION WITH 0.6G INPUT ACC 105,311 m2_p6g.out OUTPUT OF ANALYSIS WITH 0.6G INPUT ACC 29,901 m2_p6g.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 0.6G INPUT 121,573 m2_p7g.ath COMPUTED SURFACE MOTION WITH 0.7G INPUT ACC 105,311 m2_p7g.out OUTPUT OF ANALYSIS WITH 0.7G INPUT ACC 29,901 m2_p7g.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 0.7G INPUT 121,573 m2p8g.ath COMPUTED SURFACE MOTION WITH 0.8G INPUT ACC 105,311 m2p8g.out OUTPUT OF ANALYSIS WITH 0.8G INPUT ACC 29,901 m2_p8g.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 0.8G INPUT 121,573 m2_p9g.ath COMPUTED SURFACE MOTION WITH 0.9G INPUT ACC 105,311 m2_p9g.out OUTPUT OF ANALYSIS WITH 0.9G INPUT ACC 29,901 m2_p9g.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 0.9G INPUT 3,338,205 bytes Directory of CD FOR GEO.HBIP.02.06 REV.0 \\n28_runsnput 10/2612002 01 2 3p 10129/2002 01 23p 06/04/2002 08-22a 06/04/2002 0822a 06/04/2002 08:22a 10/22/2002 12 47a 06/042002 08:21a 06/04/2002 0821a 06/04/2002 08:21a 06/04/2002 08:22a 06/04/2002 08:22a 06/04/2002 08:22a 0604/2002 0822a 0U04/2002 08:22a 06/04/2002 08:22a 13 File(s)

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<DIR 11,217 m2_1pOg.inp INPUT FILE FOR GROUND MOTION SCALED TO 1.OG 11,217 m2_1 p2g.inp INPUT FILE FOR GROUND MOTION SCALED TO 1.2G 11,217 m2_1p4g.inp INPUT FILE FOR GROUND MOTION SCALED TO 1.4G 11,217 m2_lp6g.inp INPUT FILE FOR GROUND MOTION SCALED TO 1.6G 11,217 m2 pl g.Inp INPUT FILE FOR GROUND MOTION SCALED TO 0.1G 11,217 m2_p2g.inp INPUT FILE FOR GROUND MOTION SCALED TO 0.1G 11,217 m2_p3g.inp INPUT FILE FOR GROUND MOTION SCALED TO 0.3G 11,217 m24p4g.inp INPUT FILE FOR GROUND MOTION SCALED TO 0.4G 11,217 m2_p5g.inp INPUT FILE FOR GROUND MOTION SCALED TO 0.5G 11,217 m2_p6g.inp INPUT FILE FOR GROUND MOTION SCALED TO 0.6G 11,217 m2_p7g.inp INPUT FILE FOR GROUND MOTION SCALED TO 0.7G 11,217 m2_p8g.inp INPUT FILE FOR GROUND MOTION SCALED TO 0.8G 11,217 m2_p9g.inp INPUT FILE FOR GROUND MOTION SCALED TO 0.9G 145.821 bytes Directory of CD FOR GEO.HBIP.02.06 REV.0 \\m29jsrus ANALYSIS FOR THE LOWER BOUND PROFILE WITH EQ SET 3 10/29/2002 01:14p 10/29/2002 01:14p 10/29/002 01:23p 06/04/2002 09,59a 06/04/2002 09:59a 06J042002 095ga 06/0412002 10.00a 06104/2002 1000a 06/04/2002 1000a 06/042002 10:00a 06/04/2002 10:00a 06/0412002 1000a 10/22/2002 01:37a I =0222002 01:37a 1022/2002 01:37a 06/04/2002 09:57a 06/0412002 09:57a 06104/2002 09:57a 06/04/2002 09:57a 06/0412002 09:57a 06/04/2002 09:57a 06/04/2002 09:58a 06/04/2002 09:58a 0604/2002 09:58a

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input 119,548 m2_1 pOg.ath COMPUTED SURFACE MOTION WITH 1.OG INPUT ACC 105,311 m2j pOg.out OUTPUT OF ANALYSIS WITH 1.OG INPUT ACC 29,901 m2_1pOg.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 1.06 INPUT 119,548 m2_1p2g.ath COMPUTED SURFACE MOTION WITH 1.2G INPUT ACC 105,311 m2jp2g.out OUTPUT OF ANALYSIS WITH 1.2G INPUT ACC 29,901 m2_lp2g.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 1.2G INPUT 119,548 m2._lp4g.ath COMPUTED SURFACE MOTION WITH 1.4G INPUT ACC 105,311 m2_1p4g.out OUTPUT OF ANALYSIS WITH 1.4G INPUT ACC 29,901 m2_lp4g.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 1.40 INPUT 119,548 m2p6g.ath COMPUTED SURFACE MOTION WITH 1.6G INPUTACC 105,311 m2j p6g.out OUTPUT OF ANALYSIS WITH 1.6G INPUT ACC 29,901 m2_1p6g.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 1.66 INPUT 119,548 m2_plg.ath COMPUTED SURFACE MOTION WITH 0.1G INPUT ACC 105,311 m2_plg.out OUTPUT OF ANALYSIS WITH 0.1G INPUT ACC 29,901 m2_plg.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 0.1 G INPUT 119,548 m2_p2g.ath COMPUTED SURFACE MOTION WITH 0.2G INPUT ACC 105,311 m2_p2g.out OUTPUT OF ANALYSIS WITH 0.2G INPUT ACC 29,901 m2_p2g.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 0.2G INPUT 11 9,548 m2jp3g.ath COMPUTED SURFACE MOTION WITH 0.3G INPUT ACC 105,311 m24D3g.out OUTPUT OF ANALYSIS WITH 0.36 INPUT ACC 29,901 m2_p3g.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 0.3G INPUT

06/04/2002 09:58a 06104/2002 09:58a 06104/2002 09:58a 06104/2002 09:58a 06/04/2002 09:58a 06/04/2002 09:58a 06/04/2002 09:58a 06104/2002 09:58a 0610412002 09:58a 06104/2002 09:59a 06/04/2002 09:59a 0610412002 09:59a 06/04/2002 09:59a 0610412002 09:59a 0610412002 09:59a 0610412002 09:59a 060412002 09:59a 06/04/2002 09:59a 39 File(s)

Calc Number GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 86 of 196 Date: 11/06/02 119,548 m2_p4g.ath COMPUTED SURFACE MOTION WITH 0.4G INPUT ACC 105,311 m2p4g.out OUTPUT OF ANALYSIS WITH 0.4G INPUT ACC 29,901 m2_p4g.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 0.4G INPUT 119,548 m2_p5g.ath COMPUTED SURFACE MOTION WITH 0.5G INPUT ACC 105,311 m2_p5g.out OUTPUT OF ANALYSIS WITH 0.5G INPUT ACC 29,901 m2_p5g.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 0.56G INPUT 119,548 m2jp6g.ath COMPUTED SURFACE MOTION WITH 0.6G INPUT ACC 105,311 m2_p6g.out OUTPUT OF ANALYSIS WITH 0.6G INPUT ACC 29,901 m2_p6g.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 0.6G INPUT 119,548 m2_p7g.ath COMPUTED SURFACE MOTION WITH 0.7G INPUT ACC 105.311 m2_p7g.out OUTPUT OF ANALYSIS WITH 0.7G INPUT ACC 29,901 m2_p7g.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 0.7G INPUT 119,548 m2_p8g.ath COMPUTED SURFACE MOTION WITH 0.8G INPUT ACC 105,311 m2_p8g.out OUTPUT OF ANALYSIS WITH 0.8G INPUT ACC 29,901 m2_p8g.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 0.8G INPUT 119,548 m2_p9g.ath COMPUTED SURFACE MOTION WITH 0.9G INPUT ACC 105,311 m2_p9g.out OUTPUT OF ANALYSIS WITH 0.9G NPUT ACC 29,901 m2_p9g.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 0.9G INPUT 3,311,880 bytes Directory of CD FOR GEO.HBIP.02.06 REV.0 m29_.runs~Input 10/29/2002 01:23p 10129/2002 01.23p 0610412002 12:32a 0604/002 12.33a 06/0412002 1233a 1 022002 1247a 06104/2002 12.33a 06042002 1233a 0610412002 1233a 06102002 12:34a 0604/2002 12:34a 06/04/2002 12:34a 06104/2002 12:35a 0642002 1235a 06104/2002 1235a 13 File(s)

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11,217 m2_1 p0g.Inp INPUT FILE FOR GROUND MOTION SCALED TO 1.OG 11,217 m2_1 p2g.Ip INPUT FILE FOR GROUND MOTION SCALED TO 12G 11,217 m2_1 p4g.inp INPUT FILE FOR GROUND MOTION SCALED TO 1.4G 11,217 m2_lp6g.hp INPUT FILE FOR GROUND MOTION SCALED TO 1.6G 11,217 m2_pl g.inp INPUT FILE FOR GROUND MOTION SCALED TO 0.1G 11,217 m2_p2g.inp INPUT FILE FOR GROUND MOTION SCALED TO 0.1 G 11,217 m2_p3g.Inp INPUT FILE FOR GROUND MOTION SCALED TO 0.3G 11,217 m2.p4g.Inp INPUT FILE FOR GROUND MOTION SCALED TO 0.4G 11,217 m2.pSg.inp INPUT FILE FOR GROUND MOTION SCALED TO 0.5G 11,217 m2.p6g.inp INPUT FILE FOR GROUND MOTION SCALED TO 0.6G 11,217 m2.p7g.inp INPUT FILE FOR GROUND MOTION SCALED TO 0.7G 11,217 m2_p8g.1np INPUT FILE FOR GROUND MOTION SCALED TO 0.8G 11,217 mr2_p9g.hnp INPUT FILE FOR GROUND MOTION SCALED TO 0.9G 145,821 bytes Directory of CD FOR GEO.HBIP.02.06 REV.0 \\n37-runs ANALYSIS FOR THE UPPER BOUND PROFILE WITH EQ SET 1 10/29/2002 01:14p 10/29/2002 01:14p 10/29/2002 01:24p 06/0412002 09:44a 0610412002 09:44a 0610412002 0944a 06/04/2002 09:44a 06/042002 09:44a 06104J2002 09:44a 06/04/2002 09:45a 06/0412002 09:45a 06/04/2002 09:45a 10/22/2002 01:36a 10/22/2002 01:36a 10/22/2002 01:36a 06/04/2002 09:43a 0610412002 09:43a 06104/2002 09:43a 06/04/2002 09:43a 06/04/2002 09:43a 06/2002 09:43a 06t04/2002 09:43a 06/0412002 09:43a 06/04)2002 09:43a 06/0412002 09:44a

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Input 66,574 m3j1p0g.ath COMPUTED SURFACE MOTION WITH 1.OG INPUT ACC 105,311 m3_1 pOg.out OUTPUT OF ANALYSIS WITH 1.0G INPUT ACC 29,901 m3_1pOg.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 1.0G INPUT 66,574 m3_lp2g.ath COMPUTED SURFACE MOTION WITH 1.2G INPUT ACC 105,311 m3_1p2g.out OUTPUT OF ANALYSIS WITH 1.2G INPUT ACC 29,901 m3_1 p2g.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 1.2G INPUT 66,574 m3_1 p4g ath COMPUTED SURFACE MOTION WITH 1.4G INPUT ACC 105,311 m3_1p4g.out OUTPUT OF ANALYSIS WITH 1.4G INPUT ACC 29,901 m3_lp4g.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 1.4G INPUT 66,574 m3_1p6g ath COMPUTED SURFACE MOTION WITH 1.6G INPUT ACC 105,311 m3_lp6g.out OUTPUT OF ANALYSIS WITH 1.6G INPUT ACC 29,901 m3_1p6g.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH.6G INPUT 66,574 m3_p1 g.ath COMPUTED SURFACE MOTION WITH 0.1G INPUT ACC 105,311 m3_plg.out OUTPUT OF ANALYSIS WITH 0.1G INPUT ACC 29,901 m3..plg.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 0.1G INPUT 66,574 m3.p2g.ath COMPUTED SURFACE MOTION WITH 0.2G INPUT ACC 105,311 m3_p2g.out OUTPUT OF ANALYSIS WITH 0.2G INPUT ACC 29,901 m3_p2g.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 0.2G INPUT 66,574 m3..p3g.ath COMPUTED SURFACE MOTION WITH 0.3G INPUT ACC 105,311 m3_p3g.out OUTPUT OF ANALYSIS WITH 0.3G INPUT ACC 29,901 m3_p3g.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 0.3G INPUT 66,574 m3_p4g.ath COMPUTED SURFACE MOTION WITH 0.4G INPUT ACC

0604/2002 09:44a 06(04/2002 09:44a 06/04/2002 09:44a 06104/2002 09:44a 06/04/2002 09:44a 06/04/2002 09:44a 06/04/2002 09:44a 0B104/2002 09.44a 06(04U2002 09:44a 06104/2002 09-44a 08/04/2002 09 44a 06104/2002 09:44a 06(0412002 09:44a 06(04/2002 09:44a 06/04/2002 09:44a 06104/2002 09:44a 06(04/2002 09:44a 39 File(s)

Calc Number GEO.HBIP.02.06 Rev Number: 0 Sheet Number 87 of 196 Date: 11/06/02 105,311 m3p4gout OUTPUT OF ANALYSIS WITH 0.4G INPUT ACC 29,901 m3_p4g.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 0.4G INPUT 66,574 m3_p5g.ah COMPUTED SURFACE MOTION WITH 0.5G INPUT ACC 105,311 m3_pg.out OUTPUT OF ANALYSIS WITH 0.5G INPUT ACC 29,901 m3_p5g.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 0.5G INPUT 66,574 m3.p6g.ath COMPUTED SURFACE MOTION WITH 0.6G INPUT ACC 105,311 m3_p6g.out OUTPUT OF ANALYSIS WITH 0.6G INPUT ACC 29.901 m3.peg.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 0.6G INPUT 68,574 m3.p7g.ath COMPUTED SURFACE MOTION WITH 0.7G INPUT ACC 105,311 m3.p7gout OUTPUT OF ANALYSIS WITH 0.7G INPUT ACC 29,901 m3_p7g.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 0.7G INPUT 66,574 m3_p8gath COMPUTED SURFACE MOTION WITH 0.8G INPUT ACC 105,311 m3 p8g.out OUTPUT OF ANALYSIS WITH 0.8G INPUT ACC 29,901 m3_p8g.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 0.8G INPUT 66,574 m3.p9g.ath COMPUTED SURFACE MOTION WITH 0.9G INPUT ACC 105,311 m3_p9g.out OUTPUT OF ANALYSIS WITH 0.9G INPUT ACC 29,901 m3_p9g.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 0.9G INPUT 2,623,218 bytes Directory of CD FOR GEO.HBIP.02.06 REV.0 \\m37-runs\\Input 10/29/2002 01:24p 10(29/2002 01:24p 06/04/2002 08:3Ba 06/04/2002 08:38a 06104/2002 08:3Ba 1(O2212002 12:50a 06104/2002 08.35a 0B04/2002 08:35a 06/04/2002 08:35a 0610412002 08:35a 0610412002 08:35a 06(04/2002 08:36a 06(042002 08:36a O604/2002 08:36a 06/042002 08:3Ba 13 File(s)

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11,223 m3_1p0g.inp INPUT FILE FOR GROUND MOTION SCALED TO 1.OG 11,223 m3_1 p2g.Inp INPUT FILE FOR GROUND MOTION SCALED TO 1.2G 11,223 m3_1 p4g.Inp INPUT FILE FOR GROUND MOTION SCALED TO 1.4G 11,223 m3_1 p~g.inp INPUT FILE FOR GROUND MOTION SCALED TO 1.60 11,223 m3.plg.kip INPUT FILE FOR GROUND MOTION SCALED TO 0.1(G 11,223 m3_p2g.inp INPUT FILE FOR GROUND MOTION SCALED TO 0.1G 11,223 m3_p3g.inp INPUT FILE FOR GROUND MOTION SCALED TO 0.3G 11,223 m3_p4g.inp INPUT FILE FOR GROUND MOTION SCALED TO 0.4G 11223 m3.p5g.Inp INPUT FILE FOR GROUND MOTION SCALED TO 0.5G 11,223 m3_p6g.inp INPUT FILE FOR GROUND MOTION SCALED TO 0.6G 11,223 m3.p7g.Inp INPUT FILE FOR GROUND MOTION SCALED TO 0.75 11,223 m3_p8g.Inp INPUT FILE FOR GROUND MOTION SCALED TO 0.8G 11,223 m3_p9g.inp INPUT FILE FOR GROUND MOTION SCALED TO 0.9G 143,899 bytes Directory of CD FOR GEO.HBIP.02.06 REV.0 m38_uns ANALYSIS FOR THE UPPER BOUND PROFILE WITH EQ SET 2 1029/2002 01:13p 1029/2002 01:'3p 10/2912002 01:24p 0(042002 0953a 06(04/2002 09:53a 004/2002 09:53a 06(04/2002 09:53a 06(04/20 Q9:53a 06/04/2002 09:53a 06/04/2002 09:54a 06(04/2002 09:54a 06104/2002 09:54a 10/2212002 01:37a 10/22/2002 01:37a 101Z12002 01:37a 06(042002 09:51a 06104/2002 0951a 0604/2002 9:S1a 06/04/2002 09:51a 0604/2002 09:51a 06/04/2002 09:51a 06(04/2002 09:51a 06t04/2002 09:51a 06(04/2002 09:51a 06(04/2002 09:52a 0604/2002 09:52a

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Inu 121,573 m3_1pOg.ath COMPUTED SURFACE MOTION WITH 1.O INPUT ACC 105,311 m3_1pOg.out OUTPUT OF ANALYSIS WITH 1.0G INPUT ACC 29,901 m3_1 pOg.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 1.OG INPUT 121,573 m3_lp2g.ath COMPUTED SURFACE MOTION WITH 1.20 INPUT ACC 105,311 m3_1p2g.out OUTPUT OF ANALYSIS WITH 12 INPUT ACC 29,901 m3_lp2g.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 1.2G INPUT 121,573 m3_1p4g.ath COMPUTED SURFACE MOTION WITH 1.4( INPUT ACC 105,311 m3_1 p4g.out OUTPUT OF ANALYSIS WITH 1.4G INPUT ACC 29,901 m3_lp4g.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 1.4G INPUT 121,573 m3_1p~g.ath COMPUTED SURFACE MOTION WITH 1.6G INPUT ACC 105,311 m3_1p6g.out OUTPUT OF ANALYSIS WITH 1.6G INPUT ACC 29,901 m3_1p6g.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 1.6(G INPUT 121,573 m3pl g.ath COMPUTED SURFACE MOTION WITH o1(G INPUT ACC 105,311 m3_plg.out OUTPUT OF ANALYSIS WITH 0.1 G INPUT ACC 29,901 m3.plg.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 0.1(3 INPUT 121,573 m3.p2g.ath COMPUTED SURFACE MOTION WITH 0.2G INPUT ACC 105,311 m3 p2g.out OUTPUT OF ANALYSIS WITH 0.20 INPUT ACC 29,901 m3_p2g.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 0.2 INPUT 121,573 m3_p3g.ath COMPUTED SURFACE MOTION WITH 0.3G INPUT ACC 105,311 m3_p3g.out OUTPUT OF ANALYSIS WITH 0.3G INPUT ACO 29,901 m3_p3g.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 0.3 INPUT 121,573 m3p4g.ath COMPUTED SURFACE MOTION WITH 0.4G INPUT ACC 105,311 m3_p4g out OUTPUT OF ANALYSIS WITH 0.4G INPUT ACC

06104/2002 09:52a 06/04/2002 09:52a 06/04/2002 09:52a 06/04/2002 09:52a 06/0412002 09:52a 064/2002 09:52a 06/04/2002 09:52a 06/04/2002 09:52a 06/04/2002 09:52a 06/04/2002 09:52a 06/04/2002 09:53a 0604/2002 09:53a 06/04/2002 09:53a 06/0412002 09:53a 06/04/2002 09:53a 06/04/2002 09:53a 39 File(s)

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 88 of 196 Date: 11/06/02 29,901 m3.p4g.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 0.4G INPUT 121.573 m3_p5g.ath COMPUTED SURFACE MOTION WITH 0.5G INPUT ACC 105,311 m3_p5g.out OUTPUT OF ANALYSIS WITH 0.5G INPUT ACC 29,901 m3_psg.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 0.5G INPUT 121,573 m3_p6g.ath COMPUTED SURFACE MOTION WITH 0.6G INPUT ACC 105,311 m3_p6g.out OUTPUT OF ANALYSIS WITH 0.6G INPUT ACC 29,901 m3_p6g.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 0.6G INPUT 121,573 m3_p7g.ath COMPUTED SURFACE MOTION WITH 0.7G INPUT ACC 105,311 m3_p7g.cut OUTPUT OF ANALYSIS WITH 0.7G INPUT ACC 29,901 m3_p7g.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 0.7G INPUT 121,573 m3_p8g.ath COMPUTED SURFACE MOTION WITH 0.8G INPUT ACC 105,311 m3_psg.out OUTPUT OF ANALYSIS WITH 0.8G INPUT ACC 29,901 m3_p8g.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 0.8G INPUT 121,573 m3_p9g.ath COMPUTED SURFACE MOTION WITH 0.9G INPUT ACC 105,311 m3_p9g.out OUTPUT OF ANALYSIS WITH 0.9G INPUT ACC 29,901 m3_p9g.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 0.9G INPUT 3,338,205 bytes Directory of CD FOR GEO.HBIP.02.06 REV.0 n38_uns\\input 10/29/2002 01 24p 10/29/2002 01:24p 06042002 08:38a 06/0412002 08:38a 06042002 08:38a 10/22/2002 12 51a 06/042002 08:37a 06/0412002 08:38a 06/0412002 08:38a 06/042002 08:38a 06104/2002 08:38a 06/04/2002 08:38a 06/0412002 08:38a 0610412002 08:38a 06/04/2002 08:38a 13 File(s)

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11,223 m3_1pOg.Inp INPUT FILE FOR GROUND MOTION SCALED TO 1.0G 11,223 m3_lp2g.Inp INPUT FILE FOR GROUND MOTION SCALED TO 1.2G 11,223 m3_lp4g.Inp INPUT FILE FOR GROUND MOTION SCALED TO 1.AG 11, 123 m3_1p6g.inp INPUT FILE FOR GROUND MOTION SCALED TO 1.6G 11,223 m3.plg.inp INPUT FILE FOR GROUND MOTION SCALED TO 0.1G 11,223 m3_jp2g.Inp INPUT FILE FOR GROUND MOTION SCALED TO 0.1G 11,223 m3_p3g.Inp INPUT FILE FOR GROUND MOTION SCALED TO 0.3G 11,223 m3_.p4g.Inp INPUT FILE FOR GROUND MOTION SCALED TO 0.4G 11,223 m3.p5g.Inp INPUT FILE FOR GROUND MOTION SCALED TO 0.5G 11,223 m3_p6g.inp INPUT FILE FOR GROUND MOTION SCALED TO 0.6G 11,223 m3.p7g.inp INPUT FILE FOR GROUND MOTION SCALED TO 0.7G 11,223 m3_p8g.inp INPUT FILE FOR GROUND MOTION SCALED TO 0.8G 11.223 m3_p9g.inp INPUT FILE FOR GROUND MOTION SCALED TO 0.90 145,899 bytes Directory of CD FOR GEO.HBIP.02.06 REV.0 m39-uns ANALYSIS FOR THE UPPER BOUND PROFILE WITH EQ SET 3 10/29/2002 01:13p 1 02912002 01:13p 10/29/2002 01 24p 06/0412002 10:02a 0610412002 10:02a 06/0412002 10:02a 06/042002 10:03a 06/04t2002 10.03a 060412002 10:03a 06/0412002 10:03a 06/0412002 10:03a 06/0412002 10:03a 10/22/2002 01:38a 1012212002 01:38a 10/2212002 01 38a 06/12002 10:00a 06/0412002 10:00a 06/04/2002 10:00a 06/0412002 10:00a 06/0412002 10:00a 06/04/2002 10:00a 06104/2002 10:01a 06/04/2002 10:01a 06/04/2002 10:01a 06/04/2002 1001a 06/0412002 1001a 06/04/2002 10:01a

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input 119,548 m3_1pOg.ath COMPUTED SURFACEMOTION WITH 1.0G INPUT ACC 105,311 m3_1pOg.out OUTPUT OF ANALYSIS WITH 1.0G INPUT ACC 29,901 m3_1pOg.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 1.0G INPUT 119,548 m3_lp2gath COMPUTED SURFACE MOTION WITH 1.2G INPUT ACC 105,311 m3_1p2g.out OUTPUT OF ANALYSIS WITH 1.20 INPUT ACC 29,901 m3_1p2g.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 1.20 INPUT 119,548 m3_lp4g.ath COMPUTED SURFACE MOTION WITH 1.40 INPUT ACC 105,311 m3_1p4g.out OUTPUT OF ANALYSIS WITH 1.4G INPUT ACC 29,901 m3_1p4g.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 1.4G INPUT 119.548 m3_1p6g.ath COMPUTED SURFACE MOTION WITH 1.60 INPUT ACC 105.311 m3_1 p6g.out OUTPUT OF ANALYSIS WITH 1.60 INPUT ACC 29,901 m3_1p6g.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 1.6G INPUT 119,548 m3_plg.ath COMPUTED SURFACE MOTION WITH 0.1G INPUT ACC 105.311 m3_plg.out OUTPUT OF ANALYSIS WITH 0.1G INPUT ACC 29,901 m3_plg.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 0.1 G INPUT 119,548 m3_p2g.ath COMPUTED SURFACE MOTION WITH 0.2G INPUT ACC 105.311 m3_p2g.out OUTPUT OF ANALYSIS WITH 0.2G INPUT ACC 29,901 m3_p2g.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 0.2G INPUT 119,548 m3p3g.ath COMPUTED SURFACE MOTION WITH 0.3G INPUT ACC 105.311 m3_p3g.out OUTPUT OFANALYSIS WITH 0.3G INPUTACC 29,901 m3_p3g.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 0.3G INPUT 119,548 m3_jp4g.ath COMPUTED SURFACE MOTION WITH 0.4G INPUT ACC 105,311 m3p4g.out OUTPUT OF ANALYSIS WITH 0.4G INPUT ACC 29,901 m3.p4g.rsp RESPONSE SPECTRUM OF SURFACE MOTION WITH 0.4G INPUT

06/04/2002 10:01a 0610412002 10:01a 06/04/2002 10:01a 06104/2002 10:01a 06/04/2002 10:01 a 06104/2002 10:01a 06/04/2002 10:02a 06/04/2002 10:02a 06/04/2002 10:02a 06/04/2002 10:02a 06/0412002 10:02a 060412002 10:02a 06/4/2002 10:02a 0610412002 10:02a 06/04/2002 10:02a 39 File(s) 119,548 m3_p5g.ath 105,311 m3_p5g.out 29,901 m3_p5g.rsp 119,548 m3p6g.ath 105,311 m3_p6g.out 29,901 m3.p6g.rsp 119,548 m3.p7g.ath 105,311 m3.p7g.out 29,901 m3_p7g.rsp 119,548 m3_p8gath 105,311 m3.p8g.out 29,901 m3_p8g.rsp 119,548 m3_p9g.ath 105,311 m3.p9g.out 29,901 m3_p9g.rsp 3,311,880 bytes Calc Number: GEO.HBIP.02.06 Rev Number 0 Sheet Number: 89 of 196 Date: 11/06/02 COMPUTED SURFACE MOTION WITH 0.5G INPUT ACC OUTPUT OF ANALYSIS WITH 0.5G INPUT ACC RESPONSE SPECTRUM OF SURFACE MOTION WITH 0.5G INPUT COMPUTED SURFACE MOTION WITH 0.6G INPUT ACC OUTPUT OF ANALYSIS WITH 0.6G INPUT ACC RESPONSE SPECTRUM OF SURFACE MOTION WITH 0.6G INPUT COMPUTED SURFACE MOTION WITH 0.7G INPUT ACC OUTPUT OF ANALYSIS WITH 0.7G INPUT ACC RESPONSE SPECTRUM OF SURFACE MOTION WITH 0.7G INPUT COMPUTED SURFACE MOTION WITH 0.8G INPUT ACC OUTPUT OF ANALYSIS WITH 0.80 INPUT ACC RESPONSE SPECTRUM OF SURFACE MOTION WITH 0.8G INPUT COMPUTED SURFACE MOTION WITH 0.9G INPUT ACC OUTPUT OF ANALYSIS WITH 0.9G INPUT ACC RESPONSE SPECTRUM OF SURFACE MOTION WITH 0.9G INPUT Directory of CD FOR GEO.HBIP.02.06 REV.0 W39jrunstinput 10/29/2002 01:24p 10/29/2002 01:24p 06/04/2002 1231a 08//2002 12.32a 06104/2002 12:32a 10/22/2002 12:51a 06/04/2002 1230a 06/04/2002 12:31a 06/04/2002 12:31a 06/04/2002 12:31a 06/04/2002 12:31a 06/04/2002 12:31a 06/04/2002 12:31a 06/04/2002 1231a 0604/2002 1231a 13 Fle(s)

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11,223 m3_lp0g.inp INPUT FILE FOR GROUND MOTION SCALED TO 1.G0 11,223 m3_1 p2g.inp INPUT FILE FOR GROUND MOTION SCALED TO 1.2G 11,223 m3_1p4g.hip INPUT FILE FOR GROUND MOTION SCALED TO 1.4G 11,223 m3_1p6g.inp INPUT FILE FOR GROUND MOTION SCALED TO 1.6G 11,223 m3_ptg.inp INPUT FILE FOR GROUND MOTION SCALED TO 0.1G 11,223 m3_p2g.inp INPUT FILE FOR GROUND MOTION SCALED TO 0.1 G 11,223 m3.p3g.lp INPUT FILE FOR GROUND MOTION SCALED TO 0.30 11,223 m3_p4g.inp INPUT FILE FOR GROUND MOTION SCALED TO 0.40 11,223 m3.p5ginp INPUT FILE FOR GROUND MOTION SCALED TO 0.5G 11,223 m3_p6ginp INPUT FILE FOR GROUND MOTION SCALED TO 0.60 11,223 m3_p7g.inp INPUT FILE FOR GROUND MOTION SCALED TO 0.7G 11,223 m3 p8gInp INPUT FILE FOR GROUND MOTION SCALED TO 0.8G 11,223 m3_p9g.np INPUT FILE FOR GROUND MOTION SCALED TO 0.9G 145,899 bytes Directory of CD FOR GEO.HBIP.02.06 REV.0 \\SHAKE96 Test Run 10/29/2002 01:48p 10/29/2002 01:48p 12/16/1989 02:18p 09/0611998 05:10a 11/28/1995 01:57p 10/29/2002 01:44p 5 File(s)

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20,764 DIAM.ACC INPUT ACC TIME HISTORY FOR TEST RUN 307,712 SHAKE96.EXE SHAKE EXECUTABLE FILE USED FOR THIS PROJECT 4,143 Testnp INPUT FILE FOR TEST RUN 58,200 testout OURPUT FILE OF TEST RUN 451,241 bytes Directory of CD FOR GEO.HBIP.02.08 REV.0 \\SHAKE98 Test Run\\SHAKE9MS CERTIFIED SHAKE96S RUN RESULTS 10/29/2002 01 :47p 10/29/2002 01:47p 1216/1989 02:18p 07108/1992 01:24p 06103/2002 09:43a PROGRAM 04/061992 12.59p 05/0Y1996 05:43p 10l29/2002 01:40p 11/28/1995 01:57p 7 File(s)

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20,764 DIAM.ACC INPUT AGC TIME HISTORY FOR TEST RUN 40,584 F77L3.EER Lahey Error Messages File 403 README.TXT README FILE DESCRIBING THE CERTIFIED SHAKE96S 183,076 RUN386.EXE Lahey DOS Extender File 205,746 SHAKE96S.EXE SHAKE96s Version 1.1 Executable File 58,200 SHAKE96S.OUT OUTPUT FILE OF TEST RUN USING SHAKE96S 4,143 TestInp INPUT FILE FOR TEST RUN 512,916 bytes Directoy of C:\\HBPP\\GEO.HBIP.02.06\\CD 02.08 Rev \\Northrldge 11105/2002 04:23p 11/05/2002 04:23p 10/29/2002 03:58p 10/29/02 03.29p

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1,394 JEN022.050 5% daMped Sa for JEN022 19,062 JENO2AT2 A time history for JEN022

Calc Number: GEO.HBIP.02.06 Rev Nunber: 0 Sheet Number: 90 of 196 Date: 11/06/02 10/29/2002 03:40p 360 JEN022.IN Input file for SPCTLR for JEN022 10/20/2002 03:59p 1,394 JEN292.050 5% damped Sa for JEN292 1012912002 03:29p 19,061 JEN292AT2 Acc time history for JEN292 10/29/2002 03:38p 360 JEN292.IN Input file for SPCTLR for JEN292 10/29/2002 03:58p 1,394 NWHO90.050 5% damped Sa for NEW090 10/2912002 03:57p 31,118 NWH09O.AT2 Acc time history for NEW090 10/29/2002 03:58p 363 NWHO90.IN Input file for SPCTLR for NEWO90 10/29/2002 03:58p 1,394 NWH360.050 5% damped Sa for NWH270 10t29/2002 03:58p 31,066 NWH360AT2 Acc time history for NWH270 10/2912002 03:43p 363 NWH360.IN Input file for SPCTLR for NWH270 10/2112002 10:43a 1,394 RRS228.050 5% damped Sa for RRS228 07/13/2002 11:32a 46,920 RRS228AT2 Acc time history for RRS228 10/29/2002 03:41 p 363 RRS228.1N Input file for SPCTLR for RRS228 10/21/2002 10:43a 1,394 RRS318.050 5% damped Sa for RRS318 07/1312002 11-32a 46,920RRS31B.AT2 AectimehistoryforFIRS318 10/2112002 10 17a 363 RRS318.IN Input file for SPCTLR for RRS318 10/21/2002 10:43a 1,394SCEOI8.050 5%dampedSaforSCE0t8 0713/2002 11 :32a 125,076 SCEO18.AT2 Ac time history for SCE018 10t21t2002 10:17a 363SCE018.IN InputfileforSPCTLRforSCE018 10/21/2002 10:43a 1,394 SCE288.050 5% damped Sa for SCE288 07/13/2002 11:32a 125,076 SCE288.AT2 Aco time history for SCE288 10t2112002 10:18a 363 SCE28.IN Input file for SPCTLR for SCE28 10/21/2002 10:43a 1,394 SCS052.050 5% damped Sa for SCS052 07/13/2002 11:33a 125,076 SCS052.AT2 Acc time history for SCS052 1012112002 10:43a 363 SCS02In Input file for SPCTLR for SCS052 10/21/2002 10.43a 1,394 SCS142.050 5% damped Sa for SCS142 07/13/2002 11:33a 125,076 SCS142.AT2 Acc time history for SC142 10t2112002 10:43a 363SCS142.in InputfileforSPCTLRforSCS142 08/10t1989 10 08a 46,009 SPCTLR.EXE SPCTLR EXECUBALE FILE 10/21t2002 10:43a 1,394 SPV270.050 5% damped Sa for SPV270 07/13/2002 11:33a 19,308 SPV270.AT2 Acc time history for SPV270 10/21t2002 10-21a 363 SPV270.IN-Input file for SPCTLR for SPV270 10121/2002 10:43a 1,394 SPV360.050 5% damped Sa for SPC360 07/1312002 11 :33a 19,308 SPV360.AT2 Acc time history for SPC360 10/21/2002 10:21a 363 SPV360.IN Input file for SPCTLR for SPC360 10t212002 1 0.43a 1,394 SYL090.050 5% damped Sa for SYLO90 07/13/2002 11:34a 31,476 SYLO9O.AT2 Aco time history for SYLO90 10121/2002 10.20a 363 SYLO90.IN Input file for SPCTLR for SYLO90 10121t2002 10.20a 363 SYL260.IN 5% damped Sa for SYL360 10/212002 10:43a 1,394 SYL360.050 Acc time history for SYL360 07/1312002 11 :34a 31,476 SYL360.AT2 Input file for SPCTLR for SYL360 44 File(s) 866,620 bytes 2 Dir(s) 9,455,915,008 bytes free

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 91 of 196 Date: 11/06/02 Appendix A.

Spectral Shapes from Site Response Calculations The normalized spectral shapes from the SHAKE runs are listed in this appendix for each ground motion level, each profile, and each time history. Each table is for one velocity profile - time history pair.

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 92 of 196 Date: 11/06/02 Table A-i. Normalized spectral ACCs for median profile, earthquake 1 Period Input PGA (sec

.6 g ox L, 1.0 X 1.2 La 1A4 9 1.6 0.01 1.000 1.000 1.00 1.000 1.000 1.000 0.03 1.006 1.006 1.005 1.004 1.004 1.003 0.04 1.011 1.010 1.010 1.009 1.007 1.006 0.05 1.015 1.016 1.016 1.014 1.012 1.010 0.06 1.026 1.024 1.023 1.020 1.018 1.015 0.07 1.038 1.032 1.030 1.027 1.024 1.021 0.08 1.077 1.043 1.039 1.036 1.032 1.028 0.09 1.144 1.098 1.073 1.055 1.043 1.036 0.10 1.220 1.157 1.123 1.099 1.078 1.062 0.11 1.254 1.112 1.061 1.070 1.069 1.063 0.12 1.335 1.167 1.104 1.100 1.091 1.081 0.13 1.244 1.094 1.101 1.099 1.091 1.085 0.14 1.317 1.175 1.130 1.109 1.091 1.092 0.15 1.524 1.328 1.248 1.190 1.159 1.129 0.16 1.663 1.518 1.427 1.357 1.311 1.261 0.17 1.696 1.534 1.456 1.384 1.364 1.319 0.18 1.719 1.523 1.453 1.374 1.328 1.236 0.19 1.886 1.528 1.405 1.357 1.313 1.279 0.20 2.109 1.767 1.744 1.655 1.561 1.508 0.21 2.164 1.997 1.911 1.815 1.694 1.613 0.22 2.334 2.158 2.078 1.985 1.861 1.722 0.23 2.270 2.105 2.051 1.974 1.868 1.734 0.24 2.286 2.155 2.174 2.091 2.006 1.937 0.25 2A78 2.252 2.184 2.116 2.055 1.997 0.26 2.507 2.304 2.31 2.165 2.063 1.964 0.27 2.508 2.320 2.249 2.199 2.110 2.014 0.28 2.564 2.374 2.310 2.270 2.193 2.099 0.29 2.810 2.428 2373 2.351 2.284 2.190 0.30 2.966 2.740 2.592 2.531 2.464 2.397 0.31 3.092 2.871 2.744 2.696 2.641 2.582 0.32 2.936 2.739 2.647 2.629 2.608 2.574 0.33 2.602 2.475 2A64 2.489 2.474 2.405 0.34 2.510 2A10 2.415 2.462 2.468 2.401 0.35 2.510 2.466 2.525 2.556 2.528 2.470 0.36 2.517 2.88 2.560 2.597 2.607 2.545 0.37 2.567 2.556 2.610 2.700 2.736 2.668 0.38 2.583 2.574 2.809 2.896 2.913 2.836 0.39 2.566 2.699 3.001 3.108 3.187 3.229 0.40 2.566 2.756 3.071 3.343 3.539 3.586 0.41 2.516 2.877 3.227 3.520 3.735 3.797 0.42 2.393 2.782 3.152 3.459 3.692 3.773 0.43 2.164 2.566 2.942 3.259 3.514 3.613 0.44 2.002 2.337 2.720 3.052 3.331 3.453 0.45 1.963 2.117 2.512 2.861 3.166 3.311 0.46 1.948 1.988 2.289 2.652 2.979 3.146 0.47 1.987 1.983 2.054 2.401 2.744 2.930 0.48 2.018 1.956 2.042 2.266 2.571 2.716 0.49 1.990 1.877 1.975 2.191 2.488 2.625 0.50 1.911 1.785 1.857 2.055 2.328 2.453 0.51 I1.839 1.704 1.745 1919 2.164 2.272

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 93 of 196 Date: 11106102 0.52 1.823 1.672 1.700 1.840 2.065 2.162 0.53 1.849 1.681 1.718 1.812 2.029 2.119 0.54 1.882 1.714 1.761 1.843 2.010 2.096 0.55 1.915 1.773 1.814 1.899 1.992 2.074 0.56 1.957 1.851 1.887 1.977 2.070 2.060 0.57 1.986 1.931 1.967 2.070 2.178 2.125 0.58 2.137 1.968 2.012 2.131 2.259 2.217 0.60 2.272 2.136 2.016 2.014 2.172 2.156 0.62 2.370 2.273 2.114 2.070 2.095 2.013 0.64 2.439 2.383 2.233 2.186 2.199 2.103 0.66 2.404 2.366 2.259 2.291 2.331 2.250 0.68 2.119 2.158 2.195 2.252 2.315 2.248 0.70 1.968 2.086 2.156 2.226 2.295 2.228 0.72 1.955 2.110 2.189 2.257 2.319 2.238 0.74 1.810 1.973 2.034 2.086 2.161 2.188 0.76 1.715 1.785 1.888 2.000 2.151 2.183 0.78 1.688 1.760 1.864 1.996 2.157 2.165 0.80 1.654 1.727 1.855 1.993 2.162 2.189 0.82 1.617 1.691 1.840 1.983 2.160 2.204 0.84 1.578 1.653 1.821 1.967 2.152 2.213 0.86 1.538 1.618 1.796 1.947 2.138 2.215 0.88 1.496 1.586 1.768 1.921 2.118 2.209 0.90 1.455 1.552 1.736 1.891 2.092 2.197 0.92 1.415 1.519 1.703 1.859 2.063 2.179 0.94 1.377 1.487 1.670 1.825 2.032 2.158 0.96 1.343 1.456 1.636 1.792 2.000 2.136 0.98 1.321 1.428 1.604 1.758 1.968 2.112 1.00 1.303 1.399 1.572 1.724 1.936 2.086 1.05 1.264 1.325 1.482 1.629 1.838 2.003 1.10 1.253 1.237 1.372 1.507 1.708 1.880 1.15 1.271 1.247 1.315 1.399 1.552 1.729 1.20 1.309 1.279 1.325 1.383 1.512 1.651 1.25 1.286 1.282 1.339 1.408 1.532 1.652 1.30 1.400 1.417 1.500 1.597 1.759 1.911 1.35 1.484 1.513 1.596 1.670 1.794 1.899 1.40 1.539 1.545 1.557 1.598 1.736 1.853 1.45 1.503 1.542 1.585 1.609 1.689 1.760 1.50 1.491 1.549 1.607 1.646 1.739 1.794 1.55 1.495 1.563 1.630 1.687 1.790 1.851 1.60 1.471 1.551 1.625 1.701 1.812 1.880 1.65 1.445 1.561 1.635 1.675 1.793 1.867 1.70 1.388 1.523 1.614 1.626 1.749 1.829 1.75 1.296

.1.440 1.541 1.579 1.706 1.789 1.80 1.184 1.331 1.476 1.559 1.676 1.761 1.85 1.128 1.286 1.443 1.535 1.654 1.773 1.90 1.070 1.233 1.396 1.496 1.627 1.793 1.95 1.022 1.168 1.333 1.450 1.630 1.800 2.00 0.960 1.102 1.264 1.416 1.615 1.785 2.05 0.894 1.036 1.220 1.382 1.578 1.747 2.10 0.859 0.997 1.176 1.334 1.526 1.692 2.15 0.819 0.952 1.125 1.279 1.466 1.629 2.20 0.778 0.906 1.073 1.222 1.404 1.565 2.25 0.737 0.861 1.022 1.167 1.345 1.504 2.30 0.699 0.819 0.974 1.117 1.291 1.448 2.35 0.663 0.779 0.931 1.070 1.241 1.395 2.40 0.629 0.742 0.891 1.027 1.194 1.345

Calc Number: GEO.HBEP.02.06 Rev Number: 0 Sheet Number: 94 of 196 Date: 11/06/02 2.50 0.565 0.674 -0.814 0.944 1.102 1.245 2.60 0.505 0.609 0.739 0.860 1.008 1.142 2.70 0.456 0.546 0.666 0.778 0.914 1.040 2.80 0.432 0.493 0.597 0.700 0.827 0.947 2.90 0.410 0.469 0.551 0.632 0.749 0.867 3.00 0.393 0.450 0.529 0.608 0.710 0.809 3.10 0.377 0.433 0.511 0.588 0.688 0.786 3.20 0.363 0.418 0.494 0.570 0.669 0.807 3.30 0.350 0.404 0.478 0.553 0.651 0.758 3.40 0.335 0.388 0.462 0.535 0.632 0.727 3.50 0.320 0.372 0.443 0.515 0.610 0.704 3.60 0.303 0.353 0.422 0.493 0.585 0.678 3.70 0.284 0.333 0.400 0.468 0.558 0.649 3.80 0.265 0.311 0.375 0.441 0.528 0.619 3.90 0.244 0.288 0.349 0.412 0.498 0.587 4.00 0.223 0.265 0.323 0.385 0.469 0.554 4.10 0.209 0.241 0.298 0.358 0.437 0.518 4.20 0.196 0.224 0.274 0.331 OA05 0.481 4.30 0.181 0.209 0.251 0.304 0.373 0.443 4.40 0.165 0.192 0.229 0.278 0.341 0.406 4.50 0.162 0.187 0.225 0.266 0.324 0.385 4.60 0.157 0.181 0.218 0.258 0.313 0.372 4.70 0.146 0.168 0.203 0.240 0.291 0.346 4.80 0.130 0.150 0.181 0.214 0.260 0.309 4.90 0.130 0.149 0.178 0.209 0.253 0.298 5.00 0.128 0.146 0.175 0.207 0.249 0.295 5.10 0.125 0.143 0.170 0.201 0.242 0.287 5.20 0.120 0.138 0.165 0.194 0.234 0.277 5.40 0.110 0.126 0.151 0.178 0.215 0.254 5.60 0.100 0.112 0.134 0.159 0.192 0.227 5.80 0.093 0.105 0.124 0.145 0.176 0.208 6.00 0.087 0.099 0.117 0.137 0.165 0.194 6.20 0.082 0.093 0.110 0.129 0.155 0.183 6.40 0.076 0.088 0.104 0.121 0.146 0.172 6.60 0.076 0.087 0.103 0.121 0.145 0.170 6.80 0.076 0.086 0.103 0.120 0.144 0.169 7.00 0.072 0.083 0.098 0.115 0.138 0.162 7.20 0.068 0.078 0.092 0.107 0.128 0.150 7.40 0.067 0.076 0.090 0.105 0.125 0.146 7.60 0.063 0.072 0.086 0.100 0.120 0.140 7.80 0.059 0.068 0.080 0.094 0.112 0.131 8.00 0.054 0.062 0.074 0.086 0.103 0.120 8.50 0.043 0.049 0.058 0.067 0.078 0.091 9.00 0.037

.042 0.050 0.058 0.068 0.079 9.50 0.029 0.034 0.040 I

0.047 0.056 0.065 10.00 0.023 0.028 0.033 0.039 0.046 0.054

Calc Number GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 95 of 196 Date: 11106/02 Table A-2. Normalized spectral ACCs for median profile, earthquake 2 Period Invu PGA (se 1.6 0.0 0 1.013 1.2 1.4 1.6 0.01 1.000 1.000 1.048 1.000 1.000 1.000 0.03 1.005 1.003 1.003 1.003 1.002 1.002 0.04 1.008 1.006 1.006 1.005 1.005 1.004 0.05 1.016 1.011 1.080 1.00 1.054 1.007 0.06 1.028 1.018 1.026 1.024 1.012 1.010 0.07 1.017 1.018 1.020 1.017 1.015 1.014 0.08 1.612 1.12 1.007 1.016 1.017 1.017 0.09 1.130 1.32 1.029 08

.032 1.009 0.10 1.192 1.112 1.080 1.061 1.049 1.042 0.11 1.222 1.120 1.08 1.070 1.057 1.049 0.19 2.219 1.155 1.07 1.03 1.054 1.049 0.13 1.425 1.195 1.027 1.027 1.02 1.031 0.14 1.492 1.161 1.032 0.988 0.999 1.014 0.1 1.612 1.208 1.007 0.989 1.003 1.017 0.16 1.730 1.320 1.029 0.986 0.992 1.009 0.17 1.968 1.453 1.185 1.073 1.005 1.015 0.18 2.029 1.607 1.347 1.208 1.127 1.866 0.19 2.219 1.855 1.576 1.431 1.324 1.218 0.20 2.508 2.106 1.798 1.631 1.509 1.385 0.21 2.595 2.199 1.896 1.730 1.607 1.483 0.22 2.694 2.297 2.000 1.834 1.707 1.579 0.23 2.794 2.404 2.107 1.942 1.816 1.685 0.24 2.872 2.485 2.197 2.037 1.909 1.778 0.25 2.927 2.553 2.27 2.122 12.996

.866 0.26 2.969 2.609 2.343 2.194 2.072 1.94 0.27 3.004 2.652 2.403 2.262 2.142 2.01 0.2 3.024 2.689 2.453 2.318 2.204 2.081 0.29 3.013 2.694 2.780 2.360 2.249 2.132 0.30 2.961 2.669 2.44 2.376 2.275 2.164 0.31 2.994 2.626 2.471 2.379 2.285 2.182 0.32 2.983 2.596 2.464 2.384 2.298 2.200 0.33 3.083 2.592 2.479 2.405 2.324 2.231 0.34 3.321 2.781 2.62 2.607 2.643 2.273 0.43 3.245 2.739 2.549 2.483 2.404 2.317 0.36 2.881 2.658 2.579 2.518 2.442 2.35 0.37 2.792 2.775 2.597 2.544 2.472 2.392 0.38 - 2.770 2.660 2.608 2.561 2.492 2.417 0.39 2.735 2.64 2.608 2.568 2.506 2.437 0.40 2.687 2.619 2.599 2.569 2.310 2.447 0.41 2.627 2.580 2.620 2.607 2.504 2.447 0.42.

2.545 2.525 2.622 2.637 2.546 2.45 0.50 2.442 2.446 2.570 2.606 2.626 2.440 0.44 2.310 2.341 2.532 2.721 2.732 2.656 OA5 2.149 2.302 2.656 2.899 2.930 2.864 0.46 2.145 2.191 2592 2.870 2.924 2.876 0.47 2.074 2.085 2.331 2.713 2.832 2.827 0.48 2.14 2.071 _2.251 2.535 2.666 2.674 0.49 2.299 2.053 2.250 2523 2.667 2.76 0.50 2.323 2.095

.223 2.490I 2.668 2.74 0.1 I 2.302 12.090 2.209 12.460-2.623 2.696 0.52 2.274 2.076 2.189 2.425 2.581 2.649 0.53 2.337 2.065 2.174 2.404 2.555 2.623

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 96 of 196 Date: 11/06/02 0.54 2.380 2.075 2.153 2.379 2.530 2.600 0.55 2.379 2.094 2.126 2.329 2.477 2.550 0.56 2.318 2.065 2.101 2.297 2.410 2.450 0.57 2.201 1.988 2.030 2.214 2.321 2.318 0.58 2.211 1.914 1.953 2.100 2.206 2.287 0.60 2.400 2.107 2.051 2.192 2.316 2.417 0.62 2.451 2.217 2.176 2.266 2.317 2.303 0.64 2.417 2.204 2.171 2.260 2.303 2.283 0.66 2.395 2.307 2.327 2.445 2.485 2.410 0.68 2.405 2.321 2.338 2.447 2.481 2.409 0.70 2.224 2.156 2.190 2.299 2.345 2.307 0.72 2.064 2.019 2.094 2.212 2.302 2.282 0.74 2.110 2.091 2.193 2.329 2.425 2.404 0.76 2.118 2.109 2.213 2.349 2.462 2.445 0.78 2.026 2.015 2.117 2.277 2.397 2.398 0.80 2.009 2.016 2.130 2.306 2.436 2.446 0.82 1.937 1.961 2.080 2.263 2.394 2.406 0.84 1.731 1.764 1.887 2.071 2.220 2.347 0.86 1.798 1.811 1.968 2.161 2.317 2.445 0.88 1.756 1.760 1.901 2.084 2.229 2.340 0.90

'1.650 1.641 1.758 1.917 2.043 2.141 0.92 1.638 1.619 1.725 1.875 1.996 2.100 0.94 1.706 1.687 1.794 1.950 2.081 2.203 0.96 1.713 1.698 1.805 1.961 2.095 2.224 0.98 1.624 1.611 1.709 1.853 1.980 2.102 1.00 1.529 1.512 1.598 1.728 1.842 1.953 1.05 1.502 1.478 1.552 1.668 1.774 1.888 1.10 1.447 1.372 1.417 1.509 1.608 1.745 1.15 1.572 1.472 1.495 1.567 1.651 1.780 1.20 1.763 1.670 1.653 1.660 1.637 1.633 1.25 1.794 1.724 1.726 1.747 1.733 1.717 1.30 1.734 1.670 1.686 1.716 1.710 1.694 1.35 1.751 1.664 1.642 1.651 1.649 1.633 1.40 1.746 1.674 1.658 1.663 1.630 1.587 1.45 1.718 1.658 1.647 1.654 1.621 1.573 1.50 1.655 1.607 1.602 1.609 1.576 1.523 1.55 1.574 1.611 1.652 1.685 1.666 1.621 1.60 1.575 1.611 1.653 1.688 1.668 1.620 1.65 1.590 1.631 1.673 1.705 1.682 1.628 1.70 1.503 1.544 1.581 1.609 1.650 1.650 1.75 1.333 1.378 1.455 1.540 1.589 1.595 1.80 1.296 1.399 1.500 1.597 1.654 1.659 1.85 1.368 1 A85 1.595 1.695 1.748 1.739 1.90 1.324 1.440 1.543 1.632 1.671 1.691 1.95 1.202 1.309 1.403 1.499 1.587 1.648 2.00 1.087 1.213 1.335 1.467 1.610 1.731 2.05 1.045 1.192 1.338 1.484 1.621 1.729 2.10 0.942 1.072 1.200 1.326 1.435 1.512 2.15 0.904 0.990 1.095 1.214 1.344 1.488 2.20 0.885 0.970 1.074 1.191 1.321 1.463 2.25 0.854 0.940 1.041 1.156 1.283 1A23 2.30 0.813 0.899 0.997 1.108 1.231 1.380 2.35 0.764 0.848 0.943 1.049 1.168 1.300 2.40 0.707 0.789 0.880 0.981 1.095 1.232 2.50 0.652 0.726 0.814 0.915 1.035 1.181 2.60 0.603 0.674 0.756 0.851 0.965 1.104

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 97 of 196 Date: 1 1/06/02 2.70 0.542 0.609 1 0.685 0.773 1 0.879 1.011 2.80 0.477 0.537 0.607 0.688 0.785 0.907 2.90 0.440 0.487 0.545 0.614 0.699 0.803 3.00 OA12 0.456 0.510 0.575 0.654 0.753 3.10 0.403 0.433 0.474 0.534 0.608 0.703 3.20 0.373 0.405 0.445 0.494 0.563 0.653 3.30 0.327 0.359 0.403 0.455 0.522 0.611 3.40 0.323 0.354 0.390 0.434 0.490 0.574 3.50 0.303 0.335 0.373 0.417 0.473 0.546 3.60 0.274 0.297 0.331 0.373 0.429 0.503 3.70 0.266 0.284 0.309 0.347 0.399 0.468 3.80 0.273 0.293 0.319 0.353 0.395 0.448 3.90 0.280 0.302 0.331 0.367 0.413 0.471 4.00 0.272 0.296 0.326 0.363 0.411 0.472 4.10 0.245 0.268 0.297 0.333 0.379 0.438 4.20 0.209 0.230 0.255 0.287 0.329 0.382 4.30 0.203 0.218 0.240 0.267 0.301 0.345 4.40 0.192 0.206 0.226 0.252 0.286 0.330 4.50 0.177 0.188 0.204 0.228 0.259 0.300 4.60 0.170 0.180 0.195 0.214 0.238 0.277 4.70 0.185 0.197 0.213 0.233 0.257 0.287 4.80 0.190 0.204 0.222 0.245 0.271 0.305 4.90 0.184 0.199 0.218 0.241 0.270 0.305 5.00 0.170 0.185 0.204 0.226 0.255 0.291 5.10 0.153 0.168 0.186 0.207-0.234 0.269 5.20 0.140 0.154 0.171 0.191 0.216 0.249 5.40 0.125 0.137 0.153 0.172 0.196 0.227 5.60 0.112 0.119 0.133 0.150 0.173 0.202 5.80 0.118 0.123 0.134 0.147 0.164 0.185 6.00 0.121 0.127 0.138 0.152 0.170 0.193 6.20 0.109 0.112 0.121 0.135 0.152 0.173 6.40 0.108 0.113 0.119 0.127 0.138 0.151 6.60 0.093 0.098 0.104 0.112 0.123 0.139 6.80 0.082 0.087 0.094 0.103 0.113 0.128 7.00 0.080 0.085 0.092 0.101 0.113 0.127 7.20 0.079 0.083 0.089 0.097 0.107 0.119 7.40 0.076 0.080 0.086 0.094 0.104 0.116 7.60 0.072 0.075 0.080 0.087 0.095 0.104 7.80 0.068 0.072 0.077 0.083 0.091 0.100 8.00 0.063 0.067 0.071 0.078 0.085 0.094 8.50 0.049 0.052 0.056 0.061 0.068 0.076 9.00 0.050 0.053 0.057 0.063 0.071 0.080 9.50 0.051 0.054 0.058 0.063 0.069 0.078

_0.00 _

0_053 0Q046 I 0.049 0.060 -1 0.068 10.00 0.053 0.046 0.049 0.054 0.060

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 98 of 196 Date: 11/06/02 Table A-3. Normalized spectral ACCs for median profile, earthquake 3 Period In ut PGA (sec) 0.6g 0.8i 1.0 1.2 1A g 1.6 0.01 1.000 1.000 1.000 1.000 1.000 1.000 0.03 1.006 1.002 1.001 1.002 1.002 1.002 0.04 1.012 1.004 1.003 1.003 1.003 1.004 0.05 1.019 1.009 1.004 1.005 1.006 1.006 0.06 1.031 1.015 _1.006 1.008 1.008 1.008 0.07 1.044 1.021 1.009 1.011 1.011 1.011 0.08 1.058 1.021 1.006 1.012 1.014 1.014 0.09 1.091 1.049 1.020 1.021 1.021 1.020 0.10 1.226 1.121 1.015 1.013 1.014 1.015 0.11 1.224 1.193 1.012 1.017 1.019 1.020 0.12 1.354 1.276 1.046 0.994 0.998 1.004 0.13 1.400 1.346 1.121 1.051 1.034 1.032 0.14 1.539 1.356 1.091 1.063 1.055 1.055 0.15 1.594 1.425 1.064 1.018 1.018 1.031 0.16 1.816 1.430 1.178 1.088 I1.063 1.053 0.17 1.903 1.620 1.352 1.227 1.181 1.160 0.18 1.882 1.831 1.527 1.372 1.308 1.280 0.19 2.038 1.933 1.513 1.383 1.326 1.311 0.20 2.091 1.985 1.550 1.395 1.345 1.366 0.21 2.184 2.058 1.617 1.466 1.415 1.434 0.22 2.279 2.066 1.649 1.504 1.452 1.469 0.23 2.388 2.113 1.673 1.565 1.531 1.513 0.24 2.483 2.207 1.823 1.700 1.655 1.633 0.25 2.562 2.349 1.862 1.741 1.691 1.669 0.26 2.681 2.241 1.833 1.716 1.661 1.641 0.27 2.808 2.425 1.724 1.524 1.477 1.517 0.28 3.249 2.616 1.808 1.634 1.546 1.542 0.29 3.244 2.674 1.893 1.705 1.608 1.595 0.30 3.324 2.698 1.877 1.694 1.608 1.576 0.31 3.416 2.796 2.031 1.808 1.714 1.694 0.32 3.238 2.831 2.066 1.847 1.757 1.745 0.33 3.196 2.851 2.056 1.809 1.696 1.729 0.34 3.341 3.116 2.280 2.025 1.941 1.976 0.35 3.506 3.170 2.401 2.184 2.103 2.144 0.36 3.189 3.235 2.482 2.282 2.205 2.250 0.37 3.118 3.213 2.562 2.397 2.322 2.397 0.38 3.092 3.387 2.726 2.536 2.482 2.574 0.39 3.080 3.426 2.642 2.481 2.442 2.542 0.40 2.865 3.250 2.795 2.562 2.487 2.580 0.41 2.619 3.107 2.804 2.707 2.664 2.711 0.42 2.499 2.976 2.975 2.896 2.864 2.927 OA3 2.440 2.930 3.024 2.964 2.942 3.016 0.44 2.312 2.682 2.790 2.742 2.725 2.793 0.45 2.047 2.371 2.355 2.332 2.373 2.477 0.46 2.107 2.254 2.374 2.431 2A33 2.482 0.47 2.062 2.260 2.373 2.426 2.500 2.601 0.48 2.017 2.185 2.291 2A30 2.524 2.638 0.49 2.073 2.187 2.289 2.347 2.433 2.558 0.50 2.059 2.210 2.328 2.410 2.398 2.364 0.51 2.117 2.142 2.274 2.376 2.379 2.353 0.52 2.113 1.990 2.086 2.193 2.205 2.197 0.53 2.219 2.116 1.996 1.997 2.030 2.053

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 99 of 196 Date: 11/06/02 0.54 2.294 2.235 1 2.65 2.186 2.157 2.113 0.55 2.380 2.276 2.216 2.251 2.230 2.190 0.56 2.522 2.416 2.173 2.217 2.200 2.165 0.57 2.555 2.467 2.215 2.168 2.136 2.085 0.58 2.519 2.441 2.211 2.167 2.139 2.100 0.60 2.359 2.293 2.096 2.062 2.042 -2.024 0.62 2.308 2.217 1.962 1.962 1.962 1.901 0.64 2.476 2.426 2.214 2.172 2.061 1.944 0.66 2.417 2.432 2.294 2.273 2.196 2.026 0.68 2.207 2.254 2.132 2.145 2.113 1.991 0.70 2.079 2.296 2.251 2.214 2.079 1.894 0.72 2.223 2.446 2.380 2.345 2.207 2.010 0.74 2.164 2.362 2.291 2.269 2.147 1.959 0.76 2.097 2.291 2.219 2.204 2.090 1.985 0.78 1.987 2.176 2.102 2.161 2.213 2.130 0.80 1.867 2.090 2.114 2.245 2.297 2.211 0.82 1.837 2.078 2.113 2.250 2.307 2.227 0.84 1.762 2.018 2.067 2.211 2.278 2.207 0.86 1.652 1.919 1.983 2.134 2.210 2.150 0.88 1.547 1.768 1.845 2.000 2.083 2.038 0.90 1.481 1.588 1.672 1.826 1.916 1.891 0.92 1.406 1.472 1.514 1.665 1.763 1.760 0.94 1.481 1.532 1.473 1.560 1.723 1.876 0.96 1.583 1.650 1.591 1.683 1.841 1.986 0.98 1.649 1.728 1.666 1.762 1.916 2.056 1.00 1.681 1.771 1.703 1.798 1.949 2.086 1.05 1.585 1.672 1.596 1.681 1.818 1.948 1.10 1.683 1.706 1.611 1.647 1.709 1.791 1.15 1.705 1.790 1.703 1.752 1.826 1.915 1.20 1.650 1.780 1.704 1.764 I.846 1.936 1.25 1.596 1.727 1.660 1.725 1.809 1.898 1.30 1.558 1.689 1.624 1.692 1.778 1.867 1.35 1.621 1.633 1.573 1.643 1.731 1.822 1.40 1.624 1.596 1.512 1.584 1.673 1.763 1.45 1.669 1.752 1.585 1.568 1.655 1.744 1.50 1.530 1.619 1.515 1.583 1.671 1.762 1.55 1.439 1.572 1.502 1.569 1.660 1.756 1.60 1.460 1.600 1.478 1.503 1.598 1.700 1.65 1.514 1.664 1.545 1.514 1.523 1.628 1.70 1.472 1.630 1.525 1.505 1.501 1.596 1.75 1.436 1.607 1.513 1.521 1.540 I 1.621 1.80 1.409 1.590 1.514 1.543 1.566 1.673 1.85 1.316 1.486 1.416 1.499 1.603 1.710 1.90 1.260 1.441 1.409 1.497 1.598 1.705 1.95 1.221 1.399 1.368 1.452 1.570 1.676 2.00 1.151 1.319 1.293 1.423 1.554 1.666 2.05 1.094 1.297 1.301 1.401 1.515 1.621 2.10 1.027 1.221 1.242 1.373 1.490 1.570 2.15 0.929 1.108 1.123 1.232 1.364 1.529 2.20 0.855 1.010 1.014 1.144 1.339 1.548 2.25 0.805 0.956 0.966 1.118 1.340 1.546 2.30 0.757 0.905 0.922 1.102 1.315 1.516 2.35 0.710 0.856 0.892 1.064 1.266 1.464 2.40 0.664 0.808 0.847 1.008 1.200 1.399 2.50 0.582 0.712 0.739 0.868 1.050 1.245 2.60 0.608 0.727 0.753 0.881 1.063 1.283

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 100 of 196 Date: 1 1/06/02 2.70 0.540 0.657 0.691 0.820 1.002 1.223 2.80 0.485 0.586 0.613 0.727 0.892 1.096 2.90 0.420 0.496 0.517 0.620 0.763 0.931 3.00 0.409 0.474 0.494 0.590 0.727 0.885 3.10 0.398 0.457 0.467 0.556 0.686 0.840 3.20 0.377 0.433 0.439 0.517 0.638 0.785 3.30 0.349 0.401 0.409 0.476 0.584 0.719 3.40 0.356 0.413 0.422 0.492 0.592 0.714 3.50 0.352 0.409 0.418 0.488 0.590 0.714 3.60 0.308 0.360 0.370 0.433 0.525 0.640 3.70 0.265 0.314 0.323 0.373 0.442 0.540 3.80 0.245 0.291 0.299 0.346 0.412 0.493 3.90 0.238 0.284 0.292 0.339 0.406 0.488 4.00 0.223 0.266 0276 0.323 0.390 0.475 4.10 0.215 0.245 0.243 0.281 0.345 0.426 4.20 0.187 0.215 0.218 0.259 0.316 0.381 4.30 0.176 0.208 0.216 0.256 0.312 0.378 4.40 0.181 0.203 0.211 0.250 0.305 0.371 4.50 0.184 0.203 0.203 0.241 0.294 0.358 4.60 0.185 0.212 0.210 0.234 0.279 0.343 4.70 0.180 0.207 0.207 0.231 0.268 0.328 4.80 0.175 0.198 0.195 0.212 0.250 0.310 4.90 0.170 0.193 0.190 0.208 0.233 0.289 5.00 0.164 0.186 0.184 0.202 0.227 0.266 5.10 0.156 0.178 0.176 0.194 0.218 0.248 5.20 0.150 0.173 0.173 0.194 0.224 0.264 5.40 0.146 0.170 0.171 0.194 0.227 0.270 5.60 0.114 0.131 0.127 0.145 0.173 0.207 5.80 0.110 0.124 0.122 0.135 0.153 0.174 6.00 0.105 0.119 0.118 0.131 0.150 0.173 6.20 0.099 0.113 0.113 0.127 0.146 0.171 6.40 0.094 0.108 0.108 0.123 0.145 0.171 6.60 0.092 0.104 0.105 0.119 0.141 0.168 6.80 0.088 0.099 0.097 0.109 0.130 0.155 7.00 0.084 0.096 0.096 0.107 0.123 0.143 7.20 0.081 0.094 0.094 0.106 0.123 0.145 7.40 0.075 0082 0.079 0.090 0.106 0.126 7.60 0.071 0.079 0.076 0.082 0.097 0.116 7.80 0.064 0.072 0.069 0.075 0.087 0.105 8.00 0.055 0.061 0.059 0.067 0.080 0.096 8.50 0.055 0.061 0.060 0.066 0.075 0.085 9.00 0.050 0.057 0.056 0.062 0.071 0.082 9.50 0.046 0.051 0.050 0.055 0.063 0.073 10.00 0.041 0.047 0.046 0.05 1 0.058 0.068

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number 101 of 196 Date: 11/06/02 Table A-4. Normalized spectral ACCs for lower bound profile, earthquake 1 Period Input PGA (see) 0.6 0.8 1.0 1.2 14 1.6 0.01 1.000 1.000 1.000 l.000 1.000 1.000 0.03 1.006 1.006 1.003 1.002 1.001 1.001 0.04 1.011 1.011 1.006 1.004 1.003 1.003 0.05 1.018 1.018 1.010 1.006 1.004 1.004 0.06 1.027 1.026 1.015 1 1.009 1.0071 1.006 0.07 1.039 1.037 1.021 1.013 1.009 1.009 0.08 1.073 1.059 1.028 1.017 1.012 1.011 0.09 1.084 1.073 1.035 1.027 1.015 1.015 0.10 1.102 1.092 1.065 1.034 1.017 1.018 0.11 1.168 1.141 1.070 1.053 1.018 1.020 0.12 1.222 1.185 1.086 1.068 1.022 1.023 0.13 1.178 1.160 1.104 1.086 1.035 1.019 0.14 1.285 1.245 1.165 1.126 1.050 1.029 0.15 1.366 1.377 1.310 1.231 1.078 1.047 0.16 1.386 1.428 1.366 1.283 1.126 1.064 0.17 1.510 1.446 1.354 I 1.290 1.160 1.091 0.18 1.550 1.499 1.333 1.312 1.207 1.052 0.19 1.496 1.454 1.388 1.318 1.165 1.103 0.20 1.816 1.848 1.756 1.619 1.384 1.133 0.21 2.083 2.032 1.886 1.739 1.498 1.204 0.22 2.285 2.231 1.977 1.734 1.466 1.323 0.23 2.262 2.227 1.986 1.747 1.611 1.439 0.24 2.320 2.295 2.121 1.983 1.818 1.605 0.25 2.367 2.399 2.248 2.088 1.861 1.623 0.26 2.432 2.513 2.397 2.275 2.025 1.685 0.27 2.450 2.511 2.419 2.338 2.111 1.781 0.28 2.519 2.593 2.486 2.355 2.136 1.842 0.29 2.606 2.691 2.591 2.467 2.245 1.943 0.30 2.618 2.709 2.627 2.515 2.303 2.007 0.31 2.724 2.914 2.797 2.599 2.386 2.086 0.32 2.729 2.942 2.845 2.692 2.479 2.177 0.33 2.738 2.879 2.833 2.741 2.538 2.241 0.34 2.721 2.873 2.841 2.758 2.569 2.283 0.35 2.737 2.898 2.871 2.795 2.616 2.335 0.36 2.844 3.005 12.980 2.905 2.721 2.429 0.37 2.956 3.118 3.103 3.027 2.837 2.532 0.38 3.068 3.203 3.147 3.079 2.892 2.590 0.39 3.349 3.644 3.546 3.217 2.941 2.644 0.40 3.715 4.052 3.967 3.612 3.094 2.681 OA1 3.917 4.298 4.242 3.894 3.334 2.886 0.42 3.869 4.287 4.278 3.972 3.414 2.981 0.43 3.687 4.134 4.173 3.928 3.398 3.006 0.44 3.515 3.989 4.069 3.880 3.440 3.061 0.45 3.367 3.870 3.989 3.850 3.547 3.169 0.46 3.198 3.728 3.876 3.800 3.667 3.287 0.47 2.974 3.519 3.732 3.893 3.761 3.382 0.48 2.900 3.469 3.741 3.909 3.779 3.412 0.49 2.807 3.351 3.614 3.776 3.659 3.326 0.50 2.619 3.114 3.356 3.513 3A25 3.148 0.51 2.419 2.860 3.090 3.255 3.212 2.998 0.52 2295 2.705 2.942 3.134 3.144 2.975 0.53 2.245 2.651 2.910 3.140 3.192 3.049

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 102 of 196 Date: 11/06/02 0.54 2.222 2.631 2.913 3.177 3.263 3.137 0.55 2.202 2.612 2.915 3.213 3.331 3.226 0.56 2.191 2.606 2.934 3.269 3.425 3.340 0.57 2.216 2.594 2.952 3.330 3.525 3.455 0.58 2.311 2.524 2.905 3.319 3.544 3.570 0.60 2.240 2.463 2.598 2.898 3.285 3.504 0.62 2.059 2.180 2.294 2.565 2.961 3.173 0.64 2.156 2.266 2.372 2.619 2.896 3.120 0.66 2.161 2.235 2.338 2.590 2.927 3.165 0.68 2.172 2.242 2.367 2.530 2.805 3.021 0.70 2.177 2.277 2A04 2.543 2.706 2.894 0.72 2.236 2.300 2.431 2.572 2.692 2.868 0.74 2.135 2.305 2.439 2.582 2.632 2.685 0.76 2.026 2.290 2.427 2.572 2.624 2.588 0.78 2.018 2.259 2.400 2.546 2.599 2.565 0.80 2.001 2.258 2.364 2.511 2.564 2.531 0.82 1.979 2.261 2.330 2.471 2.524 2.492 0.84 1.953 2.259 2.348 2.428 2.481 2.450 0.86 1.923 2.253 2.363 2.410 2.436 2A05 0.88 1.890 2.240 2.371 2.432 2.388 2.357 0.90 1.854 2.222 2.372 2.449 2.383 2.309 0.92 1.816 2.200 2.369 2.462 2.402 2.270 0.94 1.778 2.176 2.362 2.471 2.420 2.280 0.96 1.741 2.150 2.353 2.478 2.436 2.292 0.98 1.705 2.124 2.358 2.513 2.459 2.304 1.00 1.668 2.096 2.366 2.542 2.508 2.329 1.05 1.565 2.006 2.330 2.553 2.573 I 2.409 1.10 1.435 1.874 2.210 2.581 2.709 2.588 1.15 1.281 1.703 2.100 2.505 2.678 2.600 1.20 1.227 1.566 1.891 2.289 2.549 2.548 1.25 1.215 1.497 1.734 2.081 2.336 2.480 1.30 1.417 1.779 2.064 2.394 2.674 2.783 1.35 1.443 1.745 1.979 2.302 2.549 2.629 1.40 1.390 1.698 1.923 2.157 2.312 2.326 1.45 1.364 1.596 1.816 2.041 2.183 2.186 1.50 1.410 1.625 1.788 2.010 2.141 2.130 1.55 IA52 1.682 1.822 2.046 2.174 2.152 1.60 1.468 1.710 1.859 2.090 2.219 2.190 1.65 1.446 1.695 1.870 2.107 2.239 2.207 1.70 1.403 1.656 1.861 2.101 2.235 2.202 1.75 1.361 1.616 1.852 2.094 2.228 2.196 1.80 1.332 1.604 1.858 2.102 2.237 2.205 1.85 1.311 1.622 1.879 2.125 2.262 2.231 1.90 1.287 1.641 1.900 2.149 2.289 2.260 1.95 1.272 1.646 1.907 2.157 2.300 2.275 2.00 1.258 1.630 1.889 2.140 2.285 2.264 2.05 1.227 1.591 1.849 2.099 2.244 2.228 2.10 1.182 1.538 1.793 2.040 2.185 2.171 2.15 1.131 1.478 1.731 1.975 2.117 2.105 2.20 1.080 1.419 1.669 1.909 2.049 2.037 2.25 1.032 1.364 1.611 1.847 1.984 1.973 2.30 0.990 1.315 1.557 1.788 1.923 1.912 2.35 0.951 1.269 1.506 1.733 1.865 1.856 2.40 0.915 1.225 IA57 1.680 1.810 1.802 2.50 0.845 1.137 1.357 1.571 1.699 1.696 2.60 0.773 1.044 1.252 1.459 1.588 1.593

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 103 of 196 Date: 11/06/02 2.70 0.701 0.951 1.149 1.354 1.491 1.508 2.80 0.632 0.864 1.059 1.317 1.507 1.536 2.90 0.569 0.789 0.996 1.300 1.543 1.614 3.00 0.540 0.734 0.978 1.302 1.557 1.649 3.10 0.522 0.717 0.980 1.317 1.617 1.763 3.20 0.507 0.741 1.008 1.346 1.645 1.792 3.30 0.492 0.696 0.949 1.265 1.546 1.688 3.40 0.476 0.659 0.829 1.106 1.357 1.487 3.50 0.459 0.637 0.798 1.024 1.230 1.331 3.60 0.439 0.613 0.772 0.992 1.198 1.303 3.70 0.417 0.587 0.745 0.952 1.157 1.264 3.80 0.394 0.560 0.716 0.905 1.106 1.216 3.90 0.369 0.532 0.684 0.854 1.052 1.163 4.00 0.346 0.503 0.647 0.809 0.996 1.105 4.10 0.324 0.471 0.607 0.760 0.936 1.040 4.20 0.300 0.438 0.565 0.708 0.871 0.970 4.30 0.276 0.404 0.523 0.656 0.804 0.896 4.40 0.253 0.371 0.480 0.604 0.736 0.822 4.50 0.237 0.346 0.456 0.594 0.719 0.795 4.60 0.229 0.334 0.440 0.573 0.693 0.767 4.70 0.213 0.310 0.408 0.529 0.638 0.705 4.80 0.190 0.277 0.364 0.472 0.569 0.626 4.90 0.185 0.267 0.350 0.452 0.540 0.586 5.00 0.183 0.264 0.346 0.446 0.535 0.583 5.10 0.177 0.257 0.336 0.434 0.522 0.570 5.20 0.171 0.247 0.324 0.419 0.504 0.551 5.40 0.158 0.227 0.296 0.383 0.461 0.506 5.60 0.141 0.203 0.265 0.342 0.413 0.454 5.80 0.128 0.186 0.242 0.309 0.363 0.401 6.00 0.120 0.173 0.226 0.290 0.342 0.366 6.20 0.113 0.163 0.212 0.272 0.323 0.347 6.40 0.107 0.153 0.199 0.256 0.304 0.327 6.60 0.106 0.151 0.195 0.247 0.291 0.314 6.80 0.106 0.150 0.194 0.246 0.290 0.313 7.00 0.101 0.144 0.185 0.235 0.277 0.300 7.20 0.094 0.133 0.171 0.217 0.256 0.277 7AO 0.092 0.130 0.166 0.209 0.243 0.260 7.60 0.088 0.124 0.159 0.200 0.234 0.250 7.80 0.082 0.116 0.149 0.188 0.220 0.236 8.00 0.076 0.107 0.138 0.174 0.203 0.218 8.50 0.058 0.081 0.104 0.132 0.155 0.166 9.00 0.050 0.070 0.088 0.110 0.130 0.141 9.50 0.041 0.058 0.073 0.090 0.106 0.116 10.00 0.034 0.048 0.061 0.077 0.088 0.092

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 104 of 196 Date: 11/06/02 Table A-5. Normalized spectral ACCs for lower bound profile, earthquake 2 Period Input PGA (see)

.6g 0.8 1.0g L12 iiA 11.6!

0.01 1.000 1.000 1.000 1.000 1.000 1.000 0.03 1.003 1.003 1.002 1.002 1.002 1.001 0.04 1.006 1.005 1.004 1.004 1.003 1.003 0.05 1.010 1.008 1.007 1.006 1.005 1.004 0.06 1.017 1.013 1.011 1.009 1.007 1.006 0.07 1.018 1.017 1.015 1.013 1.009 1.009 0.08 1.010 1.017 1.017 1.017 1.012 1.012 0.09 1.052 1.036 1.028 1.024 1.015 1.015 0.10 1.090 1.060 1.043 1.033 1.022 1.020 0.11 1.101 1.068 1.051 1.039 1.027 1.025 0.12 1.096 1.066 1.050 1.039 1.034 1.032 0.13 1.050 1.038 1.031 1.025 1.038 1.037 0.14 1.016 0.994 1.009 1.019 1.024 1.029 0.15 1.005 0.991 1.009 1.022 1.032 1.036 0.16 1.056 0.991 1.002 1.021 1.013 1.024 0.17 1.232 1.060 0.998 1.056 1.101 1.078 0.18 1.397 1.186 1.048 1.091 1.137 1.113 0.19 1.601 1.415 1.255 1.179 1.181 1.149 0.20 1.823 1.616 1.433 1.334 1.249 1.158 0.21 1.924 1.722 1.540 1.435 1.340 1.235 0.22 2.038 1.837 1.652 1.537 1.430 1.311 0.23 2.156 1.955 1.766 1.642 1.523 1.392 0.24 2.256 2.060 1.872 1.741 1.612 IA68 0.25 2.344 2.153 1.966 1.832 1.694 1.542 0.26 2.417 2.236 2.055 1.917 1.772 1.609 0.27 2.486 2.313 2.134 1.995 1.845 1.675 0.28 2.546 2.381 2.210 2.070 1.912 1.736 0.29 2.585 2.435 2.269 2.128 1.969 1.787 0.30 2.601 2.462 2.306 2.169 2.006 1.822 0.31 2.597 2.473 2.326 2.193 2.031 1.845 0.32 2.598 2.482 2.348 2.218 2.055 1.869 0.33 2.616 2.507 2.382 2.255 2.088 1.900 0.34 2.650 2.547 2.428 2.303 2.134 1.941 0.35 2.688 2.593 2.481 2.356 2.184 1.985 0.36 2.723 2.634 2.532 2.407 2.230 2.028 0.37 2.749 2.670 2.574 2.452 2.272 2.064 0.38 2.765 2.696 2.612 2.489 2.306 2.097 0.39 2.777 2.719 2.641 2.520 2.335 2.122 0.40 2.854 2.731 2.664 2.545 2.356 2.140 0.41 2.969 2.796 2.676 2.558 2.368 2.150 0.42 3.019 2.863 2.736 2.558 2.365 2.147 0.43 2.991 2.855 2.737 2.566 2.344 2.127 0.44 3.208 3.083 2.943 2.734 2.458 2.275 0.45 3.452 3.354 3.216 3.069 2.843 2.632 0.46 3.448 3.390 3.393 3.303 3.080 2.858 0.47 3.225 3.298 3.335 3.278 3.136 2.997 0.48 2.959 3.114 3.220 3.361 3.355 3.208 OA9 2.954 3.164 3.278 3.421 3.420 3.276 0.50 2.769 3.064 3.224 3.369 3.379 3.246 0.51 2.700 2.976 3.129 3.279 3.303 3.184 0.52 2.635 2.900 3.050 3.209 3.247 3.139 0.53 2.591 2.854 3.008 3.176 3.226 3.126

Calc Number. GEO.HBIP.02.06 Rev Number: 0 Sheet Number. 105 of 196 Date: 11/06/02 0.54 2.552 2.818 -2.979 3.155 3.211 3.115 0.55 2A88 2.760 2.923 3.100 3.159 3.065 0.S6 2.377 2.648 2.809 2.981 3.036 2.986 0.57 2.255 2.483 2.634 2.789 2.915 2.951 0.58 2.125 2.317 2.501 2.726 2.841 2.812 0.60 2.159 2.474 2.715 3.002 3.164 3.152 0.62 2.152 2.248 2.514 2.822 2.999 2.998 0.64 2.132 2.210 2.315 2.547 2.738 2.797 0.66 2.265 2.254 2.294 2.475 2.689 2.770 0.68 2.234 2.198 2.250 2.398 2.523 2.550 0.70 2.198 2.202 2.142 2.208 2.314 2.356 0.72 2.145 2.143 2.085 2.149 2.179 2.128 0.74 2.254 2.230 2.146 2.202 2.230 2.180 0.76 2.273 2.247 2.126 2.186 2.226 2.188 0.78 2.200 2.208 2.189 2.273 2.243 2.111 0.80 2.233 2.255 2.257 2.357 2.339 2.215 0.82 2.198 2.219 2.300 2.408 2.398 2.276 0.84 1.996 2.292 2.410 2.516 2.506 2.382 0.86 2.046 2.371 2.470 2.582 2.583 2.466 0.88 1.962 2.248 2.344 2.478 2.506 2.410 0.90 1.786 2.042 2.170 2.334 2.384 2.303 0.92 1.728 2.006 2.182 2.362 2.408 2.319 0.94 1.789 2.112 2.308 2.478 2.509 2.409 0.96 1.795 2.133 2.317 2.469 2.497 2.402 0.98 1.691 2.009 2.169 2.313 2.358 2.282 1.00 1.567 1.889 2.132 2.247 2.248 2.176 1.05 1.487 1.787 2.004 2.235 2.265 2.202 1.10 1.322 1.662 1.914 2.136 2.270 2.188 1.15 1.310 1.678 1.969 2.233 2.353 2.284 1.20 1.279 1.485 1.779 2.053 2.177 2.252 1.25 1.364 1.479 1.623 1.894 2.170 2.286 1.30 1.350 1.456 1.575 1.818 2.093 2.221 1.35 1.303 1.399 1.493 1.719 1.976 2.100 1.40 1.283 1.349 1.451 1.686 1.930 2.050 1.45 1.274 1.328 1.407 1.622 1.851 1.967 1.50 1.234 1.309 1.434 1.592 1.800 1.947 1.55 1.321 1.366 1.439 1.622 1.788 1.884 1.60 1.308 1.351 1.391 1.534 1.677 1.737 1.65 1.305 1.347 1.369 1.504 1.650 1.718 1.70 1.326 1.406 1.410 1.497 -

1.605 1.650 1.75 1.279 1.358 1.350 1.422 1.520 1.562 1.80 1.330 1.405 1.377 1.434 1.523 1.561 1.85 1.399 1.458 1.443 1.467 1.511 1.547 1.90 1.331 1.457 1.487 1.544 1.582 1.573 1.95 1.269 1.A76 1.544 1.598 1.630 1.627 2.00 1.319 1.548 1.605 1.722 1.826 1.842 2.05 1.326 1.531 1.602 1.740 1.861 1.891 2.10 1.165 1.367 1.531 1.656 1.708 1.752 2.15 1.088 1.360 1.527 1.652 1.736 1.765 2.20 1.069 1.338 1.506 1.653 1.773 1.806 2.25 1.039 1.334 1.566 1.736 1.835 1;843 2.30 0.999 1.296 1.511 1.675 1.808 1.848 2.35 0.948 1.193 1.398 1.636 1.808 1.851 2.40 0.889 1.152 1.385 1.623 1.797 1.842 2.50 0.844 1.106 1.336 1.572 1.747 1.796 2.60 0.786 1.038 1.261 1.490 1.663 1.715

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 106 of 196 Date: 11/06/02 2.70 0.715 0.953 1.166 1.416 1.632 1.710 2.80 0.638 0.858 1.058 1.265 1.442 1.554 2.90 0.565 0.758 0.980 1.272 1.533 1.646 3.00 0.527 0.705 0.926 1.201 1.453 1.575 3.10 0.489 0.657 0.860 1.141 1.413 1.570 3.20 0.452 0.613 0.792 1.022 1.263 1.398 3.30 0.421 0.579 0.750 0.949 1.126 1.215 3.40 0.397 0.545

-0.708 0.897 1.074 1.201 3.50 0.381 0.512 0.665 0.843 1.042 1.173 3.60 0.349 0.479 0.622 0.789 0.938 1.062 3.70 0.325 0.446 0.579 0.735 0.875 0.982 3.80 0.315 0.413 0.548 0.716 0.879 0.979 3.90 0.331 0.435 0.549 0.707 0.885 0.999 4.00 0.330 0.438 0.559 0.711 0.860 0.972 4.10 0.305 0.410 0.526 0.674 0.819 0.908 4.20 0.265 0.359 0.463 0.595 0.726 0.805 4.30 0.240 0.319 0.405 0.517 0.638 0.724 4AO 0.228 0.306 0.393 0.504 0.622 0.704 4.50 0.207 0.280 0.364 0.469 0.579 0.656 4.60 0.191 0.259 0.335 0.430 0.529 0.600 4.70 0.205 0.259 0.326 0.426 0.528 0.592 4.80 0.216 0.278 0.339 0.422 0.529 0.597 4.90 0.215 0.280 0.347 0.428 0.507 0.567 5.00 0.203 0.268 0.335 0.417 0.497 0.544 5.10 0.188 0.249 0.314 0.393 0.470 0.515 5.20 0.173 0.231 0.294 0.369 0.442 0.485 5.40 0.157 0.212 0.271 0.344 0.414 0456 5.60 0.139 0.190 0.247 0.319 0.389 0.433 5.80 0.132 0.169 0210 0.264 0.319 0.360 6.00 0.136 0.177 0.221 0.279 0.338 0.374 6.20 0.121 0.160 0.202 0.257 0.313 0.349 6.40 0.109 0.137 0.170 0.213 0.256 0.282 6.60 0.098 0.128 0.159 0.199 0.241 0.267 6.80 0.091 0.118 0.147 0.185 0.224 0.248 7.00 0.090 0.116 0.149 0.193 0.236 0.262 7.20 0.085 0.108 0.134 0.175 0.216 0.242 7.40 0.083 0.106 0.130 0.159 0.192 0.212 7.60 0.075 0.092 0.113 0.144 -0.176 0.196 7.80 0.072 0.089 0.107 0.134 0.163 0.183 8.00 0.067 0.084 0.101 0.126 0.153 0.171 8.50 0.055 0.070 0.086 0.108 0.130 0.143 9.00 0.056 0.073 0.092 0.114 0.135 0.147 9.50 0.055 0.070 0.086 0.105 0.124 0.134 10.00 0.048 0.062 0.076 0.094 0.111 0.121

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 107 of 196 Date: 11/06/02 Table A-6. Normalized spectral ACCs for lower bound profile, earthquake 3 Period Input PGA (sec) 0.6 0.8 1.0 12 1.2 1.4x 1.62 0.01 1.000 1.000 1.000 1.000 1.000 1.000 0.03 1.003 1.002 1.002 1.002 1.002 1.002 0.04 1.005 1.004 1.004 1.004 1.004 1.003 0.05 1.008 1.007 1.006 1.006 1.006 1.006 0.06 1.012 1.010 1.009 1.008 1.008 1.008 0.07 1.017 1.014 1.012 1.012 1.011 1.011 0.08 1.014 1.016 1.016 1.015 1.015 1.015 0.09 1.039 1.029 1.022 1.020 1.018 1.018 0.10 1.043 1.022 1.014 1.017 1.019 1.021 0.11 1.041 1.028 1.022 1.023 1.024 1.026 0.12 1.045 1.005 1.001 1.014 1.022 1.026 0.13 1.121 1.035 1.037 1.036 ! 1.036 1.035 0.14 1.098 1.057 1.061 1.058 1.055 1.052 0.15 1.175 1.055 1.022 1.034 1.041 1.046 0.16 1.229 1.091 1.076 1.065 1.059 1.054 0.17 1.332 1.246 1.198 1.156 1.128 1.102 0.18 1.525 1.413 1.333 1.263 1.214 1.168 0.19 1.648 1.455 1.357 1.286 1.235 1.191 0.20 1.727 1.530 1.419 1.292 1.183 1.159 0.21 1.833 1.623 1.504 1.367 1.243 1.162 0.22 1.881 1.674 1.549 1.413 1.325 1.272 0.23 2.031 1.814 1.678 1.526 1.445 1.366 0.24 2.056 1.917 1.773 1.648 1.544 1.441 0.25 2.130 1.982 1.823 1.687 1 L570 1.456-0.26 2.121 1.975 1.805 1.663 1.541 1.424 0.27 1.972 1.767 1.688 1.622 1.619 1.500 0.28 2.050 1.914 1.855 1.873 1.859 1.720 0.29 2.089 1.952 1.896 1.912 1.906 1.780 0.30 2.027 1.904 1.849 1.872 1.879 1.775 0.31 2.070 1.953 1.925 1.806 1.754 1.683 0.32 2.114 2.029 2.029 1.915 1.783 1.549 0.33 2.161 2.006 2.013 1.917 1.795 1.593 0.34 2.407 2.122 2.083 1.982 1.863 1.659 0.35 2.608 2.324 2.286 2.103 1.957 1.711 0.36 2.727 2.448 2.419 2.240 2.092 1.836 0.37 2.798 2.456 2.406 2.257 2.117 2.006 0.38 2.984 2.665 2.607 2.426 2.263 2.033 0.39 2.919 2.655 2.614 2.432 2.265 2.017 0.40 3.113 2.768 2.675 2.479 2.348 2.135 0.41 3.199 2.970 2.861 2.560 2.364 2.137 0.42 3.421 3.208 3.101 2.776 2.518 2.276 0.43 3.495 3.300 3.192 2.858 2.584 2.337 0.44 3.216 3.047 2.938 2.654 2.463 2.291 0.45 2.824 2.856 2.891 2.756 2.630 2.465 0.46 2.883 2.997 3.063 2.942 2.745 2.495 0.47 3.016 3.158 3.245 3.126 2.923 2.573 0.48 3.047 3.223 3.328 3.220 3.023 2.670 0.49 2.940 3.148 3.275 3.186 3.026 2.790 0.50 2.729 2.990 3.158 3.168 3.071 2.874 0.51 2.687 2.916 3.089 3.125 3.090 2.917 0.52 2.513 2.778 2.954 2.984 2.912 2.750 0.53 2.332 2.596 2.775 2.814 2.784 2.758

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 108 of 196 Date: 11/06/02 0.54 2.225 2.413 2.667 2.868 2.967 2.993 0.55 2.312 2.510 2.761 2.954 3.044 3.056 0.56 2.284 2.478 2.717 2.900 2.979 2.985 0.57 2.185 2.369 2.592 2.762 2.870 2.973 0.58 2.080 2.235 2.473 2.706 2.862 2.977 0.60 2.005 2.141 2.363 2.593 2.744 2.850 0.62 1.929 2.070 2.194 2.328 2.433 2.555 0.64 2.079 2.087 2.209 2.327 2.400 2.515 0.66 2.213 2.129 2.116 2.226 2.287 2.382 0.68 2.116 2.104 1.973 1.997 2.044 2.113 0.70 2.137 1.990 1.923 1.945 2.040 2.160 0.72 2.240 2.109 2.057 2.046 2.012 2.136 0.74 2.151 2.041 2.001 2.011 2.000 2.000 0.76 2.072 2.079 1.952 1.945 1.949 1.963 0.78 2.184 2.226 2.094 1.929 1.885 1.874 0.80 2.262 2.305 2.178 2.018 1.970 1.934 0.82 2.262 2.315 2.198 2.064 2.014 1.974 0.84 2.221 2.286 2.180 2.088 2.038 1.994 0.86 2.142 2.216 _ 2.123 2.088 2.040 1.993 0.88 2.004 2.088 2.012 2.036 i.998 1.952 0.90 1.826 1.922 1.891 1.944 1.919 1.877 0.92 1.662 1.775 1.860 1.861 1.848 1.808 0.94 1.543 1.878 2.025 1.961 1.817 1.775 0.96 1.600 1.987 2.143 2.083 1.910 1.778 0.98 1.666 2.051 2.215 2.162 1.985 1.832 1.00 1.689 2.070 2.242 2.196 2.015 1.858 1.05 1.557 1.899 2.101 2.159 2.087 1.976 1.10 1.478 1.636 1.838 1.957 2.010 2.020 1.15 1.576 1.757 1.919 2.061 2.131 2.141 1.20 1.588 1.778 1.937 2.071 2.135 2.146 1.25 1.549 1.738 1.889 2.014 2.075 2.088 1.30 1.516 1.703 1.848 1.970 2.049 2.131 1.35 1.469 1.654 1.795 1.912 1.974 2.044 1.40 1.413 1.593 1.726 1.837 1.895 1.915 1.45 1.393 1.568 1.695 1.802 1.861 1.882 1.50 1.401 1.575 1.702 1.811 1.875 1.901 1.55 1.384 1.561 1.689 1.802 1.871 1.901 1.60 1.327 1.503 1.631 1.743 1.815 1.847 1.65 1.260 1.434 1.559 1.667 1.738 1.768 1.70 1.258 IAOI 1.521 1.624 1.693 1.721 1.75 1.297 IA18 1.535 1.636 1.703 1.732 1.80 1.319 1 A59 1.575 1.675 1.746 1.776 1.85 1.320 1.486 1.601 1.704 1.780 1.816 1.90 1.314 1.476 1.593 1.702 1.786 1.831 1.95 1.307 1.473 1.561 1.679 1.771 1.822 2.00 1.291 1.464 1.552 1.647 1.740 1.793 2.05 1.262 1.421 1.534 1.611 1.696 1.748 2.10 1.241 1.372 1.515 1.616 1.664 1.698 2.15 1.106 1.364 1.532 1.614 1.677 1.685 2.20 1.092 1.391 1.564 1.649 1.682 1.701 2.25 1.091 1.386 1.561 1.655 1.683 1.714 2.30 1.069 1.354 1.531 1.641 1.684 1.726 2.35 1.025 1.301 1.487 1.613 1.684 1.735 2.40 0.965 1.238 1.435 1.570 1.676 1.731 2.50 0.835 1.1011.315 1.4921.610 1.670 2.60 0.846 1.144 1.415 1.627 1.726 1.730

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 109 of 196 Date: 11/06/02 2.70 0.791 1.091 1.361 1.574 1.702 1.733 2.80 0.705 0.979 1.249 1.487 1.621 1.653 2.90 0.605 0.835 1.077 1.300 1.471 1.551 3.00 0.573 0.787 0.978 1.206.

1.365 1.439 3.10 0.537 0.746 0.936 1.110 1.236 1.312 3.20 0.499 0.696 0.876 1.041 1.161 1.246 3.30 0.458 0.637 0.803 0.957 1.111 1.218 3.40 0.468 0.631 0.792 0.972 1.136 1.254 3.50 0.465 0.632 0.798 0.971 1.118 1.237 3.60 0.413 0.566 0.718 0.878 1.014 1.116 3.70 0.350 0.477 0.609 0.750 0.872 0.962 3.80 0.325 0.432 0.541 0.667 0.780 0.864 3.90 0.319 0.427 0.538 0.659 0.765 0.846 4.00 0.306 0.415 0.530 0.656 0.766 0.851 4.10 0.268 0.374 0.484 0.603 0.707 0.786 4.20 0.247 0.333 0.432 0.554 0.656 0.730 4.30 0.244 0.331 0.417 0.535 0.636 0.712 4.40 0.239 0.325

.406 0.510 0.609 0.685 4.50 0.230 0.314 0.394 0.480 0.576 0.650 4.60 0.218 0.299 0.383 0.469 0.540 0.612 4.70 0.213 0.287 0.368 0.452 0.523 0.575 4.80 0.196 0.272 0.350 0.431 0.499 0.548 4.90 0.187 0.254 0.328 0.405 0.470 0.518 5.00 0.182 0.234 0.303 0.376 0.437 0.483 5.10 0.175 0.215 0.277 0.344 0.402 0.445 5.20 0.178 0.229 0.282 0.340 0.392 0.431 5.40 0.179 0.234 0.291 0.354 0.410 0.454 5.60 0.135 0.180 0.227 0.279 0.326 0.365 5.80

-0.121 0.149 0.180 0.219 0.255 0.281 6.00 0.119 0.148 0.176 0.206 0.233 0.255 6.20 0.115 0.147 0.177 0.207 0.232 0.251 6.40 0.114 0.148 0.179 0.211 0.237 0.256 6.60 0.111 0.145 0.177 0.210 0.237 0.257 6.80 0.102 0.134 0.166 0.198 0.224 0.244 7.00 0.098 0.124 0.151 0.180 0.204 0.223 7.20 0.097 0.125 0.154 0.185 0.212 0.232 7.40 0.083 0.110 0.135 0.163 0.188 0.208 7.60 0.076 0.101 0.125 0.149.

0.169 0.184 7.80 0.068 0.091 0.114 0.140 0.162 0.176 8.00 0.063 0.083 0.106 0.130 0.151 0.165 8.50 0.059 0.073 0.085 0.097 0.114 0.127 9.00 0.056 0.071 0.084 0.096 0.105 0.111 9.50 0.050 0.063 0.077 0.090 0.100 0.106 10.00 0.047 0.059 0.071 0.084 0.096 0.104

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 110 of 196 Date: 11/06/02 Table A-7. Normalized spectral ACCs for upper bound profile, earthquake 1 Period Input PGA (sec) 0.6e 0.8 1.0 e 1.2 1.4 1.62 0.01 1.000 1.000 1.000 1.000 1.000 1.000 0.03 1.016 1.012 1.009 1.006 1.005 1.005 0.04 1.039 1.025 1.018 1.014 1.010 1.009 0.05 1.056 1.043 1.032 1.025 1.016 i.015 0.06 1.069 1.054 11.042 1.036 1.024 1.022 0.07 1.150 1.104 1.076 1.060 1.034 1.030 0.08 1.287 1.203 1.149 1.114 1.048 1.040 0.09 1.312 1.113 1.100 1.133 1.101 1.078 0.10 1.398 1.219 1.188 1.191 1.144 1.117 0.11 1.524 1.425 1.354 1.285 1.168 1.090 0.12 1.609 1.519 1.436 1.351 1.223 1.137 0.13 1.579 1.495 1.325 1.235 1.140 1.083 0.14 1.707 1.537 1.462 1.409 1.273 1.180 0.15 I 1.795 1.778 1.693 1.586 1.408 1.313 0.16 1.910 1.771 1.666 1.653 1.564 1.475 0.17 2.228 2.038 1.767 1.680 1.530 1.472 0.18 2.118 1.899 1.747 1.692 1.549 1.415 0.19 2.219 1.930 1.944 1.960 1.736 1.503 0.20 2.419 2.014 2.078 2.138 1.925 1.694 0.21 2.827 2.351 2.214 2.176 1.987 1.811 0.22 2.886 2.556 2.415 2.367 2.166 1.986 0.23 2.748 2.508 2.393 2.345 2.144 1.973 0.24 3.089 2.758 2.556 2.395 2.184 2.015 0.25 3.251 3.149 2.837 2.581 2.313 2.104 0.26 3.425 3.397 3.139 2.815 2.322 2.145 0.27 3.311 3.364 3.178 2.908 2.422 2.160 0.28 3.103 3.227 3.115 2.903 2.573 2.332 0.29 2.784 2.969 3.059 3.139 2.890 2.600 0.30 2.587 2.860 2.995 3.002 2.873 2.760 0.31 2.520 2.612 2.798 3.062 3.017 2.900 0.32 2.500 2.618 2.741 2.973 2.918 2.797 0.33 2.442 2.578 2.617 2.652 2.594 2.485 0.34 2.355 2.495 2.536 2.505 2.378 2.301 0.35 2.286 2A19 2.458 2.428 2.311 2.252 0.36 2.275 2.404 2.448 2.423 2.322 2.291 0.37 2.275 2.415 2.478 2A72 2.392 2.388 0.38 2.225 2.375 2.455 2.467 2.405 2.416 0.39 2.207 2.324 2.416 2.443 2.396 2.423 0.40 2.278 2.259 2.369 2.416 2.391 2.490 0.41 2.317 2.192 2.239 2.312 2.409 2.575 0.42 2.245 2.165 2.043 2.164 2.289 2.483 0.43 2.268 2.169 2.075 1.981 2.081 2.291 0.44 2.219 2.187 2.116 1.927 1.916 2.090 0.45 2.182 2.242 2.184 2.003 1.896 1.955 0.46 2.233 2.305 2.256 2.084 1.905 1.956 0.47 2.272 2.348 2.309 2.149 1.973 1.954 0.48 2.264 2.342 2.313 2.171 2.006 1.944 0.49 2.173 2.245 2.237 2.126 1.977 1.919 0.50 2.006 2.079 2.100 2.028 1.897 1.845 0.51 1.843 1.926 1.983 1.944 1.827 1.776 0.52 1.755 1.859 1.950 1.930 1.813 1.759 0.53 1.736 1.863 1.976 1.963 1.842 1.784 I

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 111 of 196 Date: 11/06/02 0.54 1.736 1.879 2.009 2.001 1.877 1.816 0.55 1.738 1.895 2.041 2.040 1.914 1.849 0.56 1.750 1.922 2.087 2.092 1.960 1.933 0.57 1.775 1.948 2.130 2.215 2.121 2.033 0.58 1.802 1.953 2.176 2.420 2.333 2.253 0.60 1.677 1.851 2.245 2.515 2.459 2.422 0.62 1.586 1.775 2.109 2.497 2.529 2.534 0.64 1.544 1.777 2.126 2.520 2.576 2.609 0.66 1.566 1.701 2.044 2.433 2.504 2.553 0.68 1.588 1.685 1.830 2.190 2.270 2.353 0.70 1.607 1.705 1.850 2.084 2.172 2.266 0.72 1.619 1.718 1.865 2.062 2.166 2.275 0.74 1.618 1.717 1.866 2.031 2.022 2.115 0.76 1.605 1.703 1.851 2.018 2.012 2.042 0.78 1.582 1.678 1.825 1.992 1.987 2.018 0.80 1.554 1.647 1.792 1.958 1.954 1.986 0.82 1.551 1.614 1.756 1.920 1.918 1.950 0.84 1.560 1.580 1.718 1.881 1.879 1.911 0.86 1.567 1.583 1.680 1.840 1.839 1.875 0.88 1.573 1.586 1.657 1.798 1.800 1.849 0.90 _

1.576 1.589 1.652 1.778 1.777 1.822 0.92 1.577 1.591 1.649 1.763 1.755 1.794 0.94 1.580 1.592 1.646 1.749 1.734 1.768 0.96 1.614 1.605 1.643 1.738 1.715 1.743 0.98 1.640 1.637 1.651 1.727 1.698 1.720 1.00 1.659 1.660 1.680 1.716 1.682 1.697 1.05 1.681 1.679 1.710 1.737 1.643 1.635 1.10 1.748 1.757 1.761 1.752 1.638 1.585 1.15 1.722 1.752 1.775 1.781 1.669 1.612 1.20 1.721 1.768 1.817 1.834 1.721 1.659 1.25 1.559 1.642 1.700 1.718 1.641 1.625 1.30 1.316 1.500 1.681 1.829 1.793 1.786 1.35 1.218 1.426 1.659 1.893 1.883 1.886 1.40 1.244 1.457 1.714 1.964 1.974 1.977 1.45 1.175 1.372 1.624 1.893 1.930 1.959 1.50 1.117 1.303 1.555 1.843 1.902 1.949 1.55 1.081 1.265 1.520 1.820 1.893 1.952 1.60 1.038 1.219 1.472 1.771 1.852 1.922 1.65 0.970 1.142 1.384 1.676 1.794 1.906 1.70 0.885 1.044 1.272 1.565 1.716 1.840 1.75 0.809 0.948 1.162 1.444 1.597 1.728 1.80 0.762 0.892 1.082 1.340 1.461 1.589 1.85 0.722 0.846 1.029 1.275 1.389 1.516 1.90 0.684 0.803 0.981 1.223 1.330 1.442 1.95 0.641 0.755 0.927 1.162 1.270 1.381 2.00 0.603 0.703 0.861 1.085 1.190 1.299 2.05 0.584 0.679 0.822 1.019 1.112 1.219 2.10 0.559 0.650 0.787 0.978 1.069 1.173 2.15 0.529 0.616 0.747 0.930 1.019 1.120 2.20 0.497 0.580 0.705 0.880 0.967 1.064 2.25 0.465 0.544 0.664 0.832 0.915 1.010 2.30 0.435 0.511 0.625 0.785 0.867 0.958 2.35 0.407 0.479 0.588 0.742 0.821 0.910 2.40 0.381 0.449 0.553 0.701 0.778 0.864 2.50 0.360 0.409 0.487 0.623 0.696 0.779 2.60 0.340 0.387 0.458 0.557 0.621 0.699

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 112 of 196 Date: 11/06/02 2.70 0.321 0.366 0.433 0.526 0.568 0.625 2.80 0.304 0.346 0.409 0.498 0.538 0.584 2.90 0.288 0.328 0.389 0.474 0.512 0.557 3.00 0.275 0.313 0.371 0.453 0.489 0.533 3.10 0.263 0.300 0.356 0.434 0.470 0.513 3.20 0.253 0.288 0.342 0.418 0.453 0.495 3.30 0.242 0.276 0.328 OA02 0.436 0.477 3.40 0.230 0.264 0.314 0.385 0.419 0.459 3.50 0.218 0.250 0.298 0.366 0.399 0.439 3.60 0.205 0.235 0.281 0.346 0.378 0.416 3.70 0.191 0.219 0.262 0.324 0.355 0.392 3.80 0.175 0.202 0.243 0.301 0.331 0.366 3.90 0.167 0.188 0.222 0.277 0.305 0.338 4.00 0.159 0.179 0.212 0.258 0.279 0.311 4.10 0.150 0.168 0.199 0.244 0.264 0.287 4.20 0.139 0.156 0.184 0.227 0.248 0.271 4.30 0.127 0.143 0.169 0.209 0.229 0.251 4.40 0.125 0.138 0.158 0.190 0.209 0.230 4.50 0.127 0.141 0.161 0.192 0.206 0.225 4.60 0.124 0.136 0.157 0.187 0.200 0.218 4.70 0.115 0.126 0.145 0.173 0.186 0.203 4.80 0.105 0.116 0.132 0.155 0.166 0.181 4.90 0.104 0.116 0.132 0.156 0.166 0.180 5.00 0.101 0.112 0.129 0.153 0.164 0.177 5.10 0.097 0.108 0.124 0.149 0.159 0.173 5.20 0.093 0.103 0.119 0.143 0.154 0.167 5.40 0.087 0.096 0.109 0.129 0.139 0.152 5.60 0.081 0.089 0.101 0.120 0.128 0.138 5.80 0.074 0.082 0.094 0.111 0.119 0.129 6.00 0.067 0.075 0.086 0.103 0.111 0.121 6.20 0.062 0.069 0.080 0.096 0.104 0.113 6.40 0.059 0.065 0.075 0.090 0.097 0.106 6.60 0.061 0.067 0.077 0.091 0.097 0.106 6.80 0.061 0.067 0.076 0.090 0.097 0.105 7.00 0.059 0.065 0.074 0.087 0.093 0.101 7.20 0.055 0.060 0.069 0.082 0.087 0.095 7.40 0.054 0.059 0.067 0.079 0.085 0.092 7.60 0.051 0.056 0.064 0.076 0.081 0.088 7.80 0.048 0.053 0.060 0.071 0.076 0.082 8.00 0.045 0.049 0.055 0.065 0.070 0.075 8.50 0.035 0.038 0.044 0.052 0.055 0060 9.00 0.029 0.032 0.037 0.044 0.047 0.051 9.50 0.023 0.025 0.029 0.035 0.037 0041 10.00 0.019 0.021 0.023 0.027 0.029 0.032

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 113 of 196 Date: 11/06/02 Table A-8. Normalized spectral ACCs for upper bound profile, earthquake 2 Period Invu PGA (sece 0.6 j.j 1.0 1.2x 1.4 I.

0.01 1.000 1.000 1.000 1.000 1.000 1.000 0.03 1.012 1.013 1.006 1.004 1.001 1.002 0.04 1.024 1.030 1.012 1.007 1.002 1.004 0.05 1.047 1.045 1.012 1.013 1.003 1.006 0.06 1.046 1.086 1.011 1.014 1.008 1.006 0.07 1.197 1.227 1.046 1.020 1.005 1.010 0.08 1.269 1.249 1.111 1.006 1.026 1.018 0.09 1.564 1.527 1.323 1.167 1.038 1.046 0.10 1.648 1.629 1.430 1.272 1.122 1.041 0.11 1.701 1.687 1.491 1.327 1.177 1.031 0.12 1.810 1.813 1.602 1.429 1.266 1.105 0.13 2.224 2.300 1.865 1.531 1.365 1.196 0.14 2.342 2.454 2.024 1.595 1.312 1.185 0.15 2.447 2.577 2.163 1.725 1.377 1.162 0.16 2.507 2.700 2.297 1.850 1.486 1.189 0.17 2.630 2.827 2.454 1.991 1.616 1.298 0.18 2.641 2.953 2.620 2.137 1.746 1.415 0.19 3.030 3.080 2.689 2.397 2.085 1.755 0.20 3.189 3.323 2.994 2.676 2.349 1.999 0.21 3.231 3.396 3.073 2.764 2.450 2.109 0.22 3.485 3.504 3.175 2.866 2.560 2.222 0.23 3.794 3.935 3.268 2.972 2.673 2.334 0.24 3.619 3.892 3.326 3.040 2.752 2.423 0.25 3.672 3.958 3.438 3.092 2.820 2.499 0.26 3.449 3.740 3.377 3.123 2.865 2.557 0.27 3.440 3.923 3.641 3.149 2.908 2.611 0.28 3.438 3.995 3.756 3.256 2.934 2.647 0.29 3.397 3.642 3.514 3.184 2.933 2.661 0.30 3.335 3.567 3.295 3.087 2.884 2.633 0.31 3.245 3.464 3.191 2.991 2.809 2.586 0.32 3.161 3.359 3.087 2.898 2.738 2.543 0.33 3.101 3.283 3.011 2.835 2.696 2.526 0.34 3.067 3.240 2.966 2.802 2.697 2.630 0.35 3.051 3.214 2.936 2.785 2.681 2.598 0.36 3.034 3.187 2.908 2.768 2.677 2.562 0.37 3.008 3.149 2.872 2.740 2.662 2.561 0.38 2.974 3.104 2.823 2.699 2.638 2.551 0.39 2.932 3.046 2.761 2.647 2.600 2.528 0.40 2.884 2.980 2.690 2.584 2.548 2.494 0.41 3.044 2.899 2.602 2.504 2.485 2.447 0.42 3.159 3.003 2.496 2.408 2.402 2.381 0.43 3.161 3.024 2.459 2.288 2.297 2.295 0.44 3.053 2.924 2.401 2.143 2.165 2.181 0.45 3.333 3.164 2.447 2.140 2.010 2.043 0.46 3.515 3.399 2.668 2.276 2.100 2.066 0.47 3.377 3.345 2.695 2.341 2.123 1.993 0.48 3.093 3.151 2.685 2.360 2.172 2.037 0.49 3.075 3.216 2.787 2.462 2.276 2.150 0.50 2.802 3.185 2.793 2.480 2.298 2.181 0.51 2.705 3.168 2.834 2.470 2.282 2.172 0.52 2.675 3.196 2.897 2.549 2.283 2.158 0.53 2.683 3.221 2.950 2.616 2.357 2.163

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 114 of 196 Date: 11/06/02 0.54 2.679 3.235 2.985 2.661 2.414 2.223 0.55 2.635 3.199 2.969 2.661 2.428 2.248 0.56 2.529 3.087 2.883 2.596 2.384 2.222 0.57 2.366 2.901 2.725 2.467 2.282 2.142 0.58 2.211 2.671 2.671 2.491 2.287 2.112 0.60 2.385 2.914 2.940 2.726 2.476 2.256 0.62 2.213 2.700 2.713 2.562 2.470 2.356 0.64 1.945 2.465 2.582 2.543 2.458 2.347 0.66 1.990 2.536 2.643 2.603 2.551 2.482 0.68 2.083 2A87 2.647 2.627 2.578 2.509 0.70 2.131 2.558 2.561 2.472 2.409 2.348 0.72 2.058 2.472 2.478 2.387 2.298 2.215 0.74 2.098 2.520 2.539 2.454 2.370 2.297 0.76 2.073 2.499 2.541 2.469 2.391 2.323 0.78 1.987 2.398 2.448 2.382 2.307 2.239 0.80 1.963 2.371 2.434 2.378 2.310 2.248 0.82 1.967 2.261 2.337 2.300 2.244 2.190 0.84 2.054 2.365 2.308 2.176 2.066 1.997 0.86 2.110 2.441 2.399 2.274 2.165 2.093 0.88 2.030 2.361 2.334 2.222 2.117 2.044 0.90 1.913 2.230 2.206 2.099 1.996 1.919 0.92 1.933 2.244 2.212 2.099 1.991 1.908 0.94 2.028 2.346 2.309 2.193 2.081 1.995 0.96 2.021 2.340 2.309 2.200 2.094 2.011 0.98 1.947 2.204 2.184 2.087 1.990 1.912 1.00 1.917 2.132 2.064 1.973 1.879 1.802 1.05 2.091 2.304 2.161 1.986 1.868 1.785 1.10 2.171 2A18 2.216 1.996 1.847 1.728 1.15 2.200 2.449 2.325 2.151 1.989 1.854 1.20 2.017 2.467 2.475 2.356 2.224 2.096 1.25 2.027 2A64 2.466 2.368 2.254 2.142 1.30 1.879 2.330 2.380 2.299 2.183 2.064 1.35 1.750 2.247 2.335 2.283 2.190 2.079 IA0 1.671 2.153 2.280 2.249 2.173 2.075 1.45 1.592 2.068 2.209 2.193 2.131 2.044 1.50 1.497 1.958 2.105 2.100 2.049 1.974 1.55 1.383 1.817 1.965 1.970 1.937 1.907 1.60 1.277 1.660 1.830 1.898 1.927 1.921 1.65 1.287 1.675 1.854 1.926 1.958 1.954 1.70 1.211 1.584 1.761 1.832 1.863 1.858 1.75 1.064 1.398 1.559 1.624 1.654 1.653 1.80 0.982 1.301 1.460 1.530 1.570 1.606 1.85 1.002 1.321 1.487 1.578 1.650 1.699 1.90 0.952 1.264 1.430 1.522 1.595 1.644 1.95 0.851 1.139 1.294 1.380 1.448 1.494 2.00 0.777 1.030 1.157 1.241 1.314 1.374 2.05 0.735 0.967 1.088 1.167 1.252 1.325 2.10 0.730 0.946 1.038 1.078 1.129 1.192 2.15 0.713 0.928 1.024 1.067 1.104 1.137 2.20 0.686 0.897 0.995 1.041 1.080 1.113 2.25 0.650 0.855 0.953 1.001 1.042 1.076 2.30 0.608 0.803 0.901 0.950 0.991 1.026 2.35 0.561 0.745 0.839 0.888 0.930 0.966 2.40 0.540 0.696 0.770 0.819 0.861 0.896 2.50 0.516 0.664 0.731 0.766 0.798 0.829 2.60 0.477 0.613 0.676 0.709 0.740 0.769

Calc Number: GEO{BIP.02.06 Rev Number: 0 Sheet Number: 115 of 196 Date: 11/06/02 2.70 0.425 0.550 0.607 0.638 0.667 0.695 2.80 0.379 0.483 0.531 0.559 0.587 0.613 2.90 0.375 0.479 0.514 0.524 0.542 0.561 3.00 0.337 0.435 0.476 0.490 0.508 0.527 3.10 0.340 OA34 0.472 0.487 0.500 0.510 3.20 0.302 0.390 0.428 0.445 0.461 0.474 3.30 0.284 0.357 0.382 0.393 0.406 0.418 3.40 0.269 0.338 0.367 0.384 0.399 0.412 3.50 0.252 0.318 0.340 0.356 0.373 0.387 3.60 0.235 0.297 0.318

-0.327 0.337 0.346 3.70 0.218 0.284 0.313 0.324 0.332 0.337 3.80 0.221 0.288 0.319 0.331 0.340 0.347 3.90 0.226 0.292 0.323 0.337 0.349 0.357 4.00 0.220 0.281 0.310 0.325 0.338 0.347 4.10 0.198 0.253 0.277 0.291 0.304 0.314 4.20 0.176 0.222 0.238 0.246 0.258 0.268 4.30 0.179 0.226 0.242 0.248 0.254 0.259 4.40 0.170 0.214 0.229 0.235 0.240 0.245 4.50 0.159 0.200 0.213 0.218 0.222 0.225 4.60 0.150 0.189 0.203 0.208 0.212 0.215 4.70 0.159 0.203 0.219 0.225 0.231 0.234 4.80 0.161 0.206 0.223 0.231 0.237 0.242 4.90 0.153 0.196 0.214 0.222 0.229 0.235 5.00 0.141 0.179 0.195 0.203 0.211 0.217 5.10 0.129 0.162 0.176 0.183 0.190 0.196 5.20 0.119 0.149 0.160 0.167 0.173 0.179 5.40 0.110 0.136 0.145 0.149 0.155 0.160 5.60 0.111 0.138 0.143 0.143 0.142 0.140 5.80 0.108 0.137 0.146 0.147 0.148 0.148 6.00 0.107 0.137 0.147 0.150 0.151 0.152 6.20 0.101 0.127 0.134 0.135 0.136 0.135 6.40 0.098 0.124 0.132 0.134 0.135 0.136 6.60 0.081 0.104 0.112 0.114 0.116 0.117 6.80 0.078 0.095 0.098 0.100 0.102 0.103 7.00 0.076 0.094 0.099 0.100 0.101 0.102 7.20 0.073 0.091 0.096 0.098 0.099 0.100 7.40 0.069 0.086 0.092 0.093 0.095 0.096 7.60 0.066 0.082 0.088 0.089 0.090 0.091 7.80 0.062 0.077 0.083 0.084 0.085 0.086 8.00 0.057 0.071 0.076 0.078 0.079 0.080 8.50 0.049 0.060 0.062 0.062 0.062 0.062 9.00 0.047 0.059 0.062 0.063 0.063 0.064 9.50 0.047 0.058 0.062 0.063 0.064 0.064 10.00 0.039 0.048 0.052 0.053 0.054 0.055

'1

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 116 of 196 Date: 11/06/02 Table A-9. Normalized spectral ACCs for upper bound profile, earthquake 3 Period In ut PGA (see) 06 g

.8 g 1.0 g 1.2 g 1.4 g 1.6 g 0.01 1.000 1.000 1.000 1.000 1.000 1.000 0.03 1.008 1.007 1.006 1.004 1.003 1.002 0.04 1.016 1.013 1.011 1.008 1.006 1.004 0.05 1.025 1.021 1.018 1.013 1.009 1.006 0.06 1.045 1.035 I1.029 1.022 1.015 1.009 0.07 1.063 1.051 11.041 1.031 1.021 1.013 0.08 1.040 1.045 1.045 1.036 1.024 1.013 0.09 1.149 1.114 1.089 1.065 1.045 1.029 0.10 1.363 1.243 1.172 1.114 1.073 1.038 0.11 1.272 1.195 1.153 1.123 1.087 1.047 0.12 1.423 1.291 1.231 1.174 1.107 1.043 0.13 1.447 1.195 1.147 1.102 1.089 1.087 0.14 1.484 1.225 1.107 1.041 1.051 1.062 0.15 1.629 1.384 1.278 1.168 1.099

-1.052 0.16 1.804 1.630 1.503 1.369 1.204 1.129 0.17 1.887 1.643 1.523 1.401 1.297 1.281 0.18 1.940 1.698 1.530 1.480 1.468 1.438 0.19 1.979 1.721 1.573 1.519 1.460 1.434 0.20 2.082 1.748 1.638 1.578 1.513 1.424 0.21 2.216 1.834 1.715 1.655 1.584 1.484 0.22 2.538 1.989 1.842 1.719 1.597 1.495 0.23 2.689 2.133 1.881 1.794 1.682 1.603 0.24 2.922 2.510 2.220 2.009 1.874 1.762 0.25 3.148 2.756 2.456 2.193 1.996 1.834 0.26 3.308 2.935 2.626 2.317 2.062 1.848 0.27 3.127 2.796 2.520 2.246 2.028 1.768 0.28 3.218 3.045 2.870 2.660 2.401 2.091 0.29 3.118 3.007 2.862 2.673 2.438 2.152 0.30 2.898 2.861 2.747 2.582 2.376 2.119 0.31 2.570 2.642 2.700 2.635 2.442 2.142 0.32 2.245 2.385 2.546 2.547 2.383 2.165 0.33 2.189 2.262 2.417 2.418 2.287 2.074 0.34 2.178 2.153 2.277 2.437 2.393 2.260 0.35 2.167 2.195 2.367 2.536 2.496 2.269 0.36 1.892 1.967 2.151 2.302 2.409 2.316 0.37 1.858 1.777 2.008 2.292 2.470 2.487 0.38 1.891 1.965 2.058 2.304 2.483 2.513 0.39 1.805 1.891 2.049 2.277 2.467 2.477 0.40 1.870 1.702 1.863 2.084 2.282 2.377 0.41 1.913 1.666 1.794 2.019 2.227 2.334 0.42 2.039 1.731 1.803 2.046 2.223 2.380 OA3 2.140 1.811 1.829 2.068 2.258 2.399 0.44 2.062 1.766 1.744 1.951 2.140 2.245 OA5 2.097 1.804 1.768 1.817 1.886 1.964 0.46 2.148 1.872 1.854 1.924 1.994 2.067 0.47 2.180 1.871 1.862 1.941 2.010 2.079 0.48 2.248 1.908 1.827 1.909 1.972 2.032 0.49 2.329 1.980 1.867 1.934 1.994 2.048 0.50 2.354 2.106 2.020 2.004 2.028 2.081 0.51 2.387 2.151 2.082 2.088 2.044 2.024 0.52 2.254 2.050 2.006 2.033 2.006 1.941 0.53 2.032 1.955 1.990 2.061 2.063 2.023

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 117 of 196 Date: 11/06/02 0.54 2.057 2.112 2.128 2.183 2.195 2.173 0.55 2.120 2.146 2.174 2.267 2.272 2.212 0.56 2.076 2.184 2.290 2.388 2.402 2.341 0.57 2.013 2.209 2.311 2.410 2.430 2.378 0.58 1.994 2.169 2.267 2.367 2.392 2.348 0.60 1.934 2.037 2.106 2.205 2.237 2.205 0.62 1.841 1.944 2.018 2.088 2.110 2.062 0.64 1.722 1.828 1.958 2.169 2.276 2.266 0.66 1.565 1.685 1.896 2.133 2.249 2.265 0.68 1.447 1.608 1.770 1.960 2.068 2.097 0.70 1.574 1.609 1.756 1.946 2.087 2.163 0.72 1.686 1.749 1.909 2.109 2.254 2.324 0.74 1.640 1.718 1.874 2.064 2.199 2.262 0.76 1.574 1.667 1.822 2.006 2.137 2.199 0.78 1.467 1.573 1.726 1.903 2.031 2.091 0.80 1.394 1.451 1.603 1.772 1.895 1.954 0.82 1.468 1.429 1.510 1.688 1.830 1.924 0.84 1.523 1.478 1.525 1.630 1.774 1.873 0.86 1.558 1.509 1.553 1.623 1.684 1.786 0.88 1.549 1.501 1.540 1.604 1.634 1.652 0.90 1.500 1.453 1.486 1.542 1.563 1.555 0.92 1.448 1.400 1.426 1.473 1.486 1.469 0.94 1.490 1.465 1.510 1.573 1.593 1.577 0.96 1.559 1.543 1.601 1.677 1.707 1.695 0.98 1.599 1.591 1.659 1.746 1.783 1.775 1.00 1.610 1.609 1.684 1.777 1.820 1.815 1.05 1.609 1.573 1.602 1.672 1.696 1.698 1.10 1.596 1.628 1.703 1.783 1.801 1.758 1.15 1.632 1.648 1.724 1.819 1.860 1.843 1.20 1.495 1.524 1.601 1.686 1.759 1.793 1.25 1.498 1.536 1.566 1.613 1.702 1.740 1.30 1.585 1.624 1.657 1.688 1.667 1.701 1.35 1.531 1.650 1.736 1.797 1.782 1.706 1.40 1.403 1.529 1.655 1.747 1.755 1.692 1.45 1.333 1.512 1.656 1.761 1.794 1.803 1.50 1.182 1.343 1.466 1.561 1.636 1.650 1.55 1.053 1.162 1.296 1.438 1.536 1.580 1.60 1.012 1.116 1.245 1.419 1.542 1.597 1.65 0.972 1.105 1.289 1.474 1.607 1.668 1.70 0.927 1.068 1.249 1.433 1.568 1.634 1.75 0.891 1.030 1.204 1.389 1.528 1.602 1.80 I 0.858 I 1.011 I 1.175 1.350 1.487 1.566 1.85 0.859 0.964 1.091 1.257 1.388 1.464 1.90 0.843 0.952 1.084 1.229 1.347 1.422 1.95 0.805 0.915 1.046 1.190 1.307 1.382 2.00 0.751 0.858 0984 1.122 1.234 1.306 2.05 0.689 0.790 0.912 1.049 1.162 1.241 2.10 0.625 0.719 0.834 0.968 1.086 1.175 2.15 0.563 0.650 0.752 0.875 0.985 1.066 2.20 0.509 0.588 0.687 0.802 0.902 0.975 2.25 0.486 0.547 0.637 0.749 0.846 0.918 2.30 0.464 0.522 0.594 0.700 0.795 0.866 2.35 0.455 0.510 0.578 0.657 0.745 0.816 2.40 0.433 0.490 0.556 0.634 0.705 0.767 2.50 0.368 0.419 0.482 0.553 0.616_

0.672 2.60 0.383 0.432 0.497 0574 0.645 0.700

Calc Number: GEO.HBEP.02.06 Rev Number: 0 Sheet Number: 118 of 196 Date: 11/06/02 2.70 0.330 0.378 0.439 0.512 0.579 0.635 2.80 0.302 0.341 0.392 0.453 0.513 0.562 2.90 0.291 0.324 0.365 0.412 0.451 0.483 3.00 0.282 0.315 0.356 0.402 0.440 0.468 3.10 0.272 0.304 0.344 0.389 0.425 0.451 3.20 0.256 0.287-0.325 0.368 0.403 0.427 3.30 0.240 0.264 0.300 0.340 0.373 0.395 3.40 0.245 0.272 0.306 0.346 0.380 0.406 3.50 0.237 0.265 0.300 0.341 0.376 OA02 3.60 0.202 0.229 0.261 0.298 0.330 0.354 3.70 0.168 0.190 0.219 0.253 0.283 0.306 3.80 0.156 0.175 0.202 0.234 0.262 0.284 3.90 0.156 0.171 0.197 0.228 0.255 0.277 4.00 0.160 0.173 0.193 0.217 0.240 0.260 4.10 0.152 0.166 0.186 0.210 0.230 0.244 4.20 0.133 0.144 0.162 0.183 0.201 0.213 4.30 0.140 0.148 0.160 0.174 0.189 0.203 4.40 0.144 0.153 0.167 0.182 0.194 0.200 4.50 0.144 0.154 0.168 0.185 0.198 0.205 4.60 0.139 0.150 0.165 0.182 0.199 0.211 4.70 0.131 0.142 0.157 0.176 0.194 0.206 4.80 0.122 0.135 0.153 0.172 0.188 0.197 4.90 0.118 0.131 0.148 0.167 0.183 0.193 5.00 0.112 0.126 0.142 0.161 0.176 0.186 5.10 0.106 0.119 0.135 0.153 0.168 0.177 5.20 0.105 0.116 0.130 0.147 0.162 0.172 5.40 0.099 0.111 0.126 0.143 0.157 0.168 5.60 0.084 0.092 I 0.102 0.114 0.122 0.130 5.80 0.076 0.085 0.096 0.108 0.118 0.124 6.00 0.071 0.079 0.090 0.102 0.112 0.119 6.20 0.068 0.074 0.085 0.097 0.106 0.113 6.40 0.067 0.072 0.081 0.091 0.101 0.107 6.60 0.069 0.074 0.082 0.092 0.099 0.104 6.80 0.064 0.070 0.079 0.088 0.095 0.100 7.00 0.059 0.065 0.073 0.083 0.090 0.096 7.20 0.058 0.063 0.070 0.080 0.088 0.093 740 0.057 0.062 0.069 0.076 0.081 0.084 7.60 0.052 0.057 0.064 0.071 0.077 0.080 7.80 0.045 0.050 0.056 0.063 0.068 0.072 8.00 0.040 0.044 0.048 0.054 0.059 0.061 8.50 0.041 0.044 0.049 0.055 0.059 0.062 9.00 0.036 0.040 0.045 0.050 0.054 0.057 9.50 0.033 0.036 0.040 0.045 0.049 0.052 10.00 0.030 0032 0.036 0.040 0.044 0.047

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 119 of 196 Date: 11/06/02 Appendix B Input Time Histories Used in SHAKE Analysis (m78setl.acc)

(m7S~et2.acc)

(m78Set3.acc)

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 120 of 196 Date: 11/06/02 M78Setl.ACC Time history matched to spectrum:::SetTarget:M78_D005_RVJHW.target 6565 0.0050 0.00730 0.00722 0.00715 0.00708 0.00702 0.00696 0.00690 0.00685 1

0.00679 0.00672 0.00666 0.00659 0.00652 0.00646 0.00639 0.00633 2

0.00626 0.00620 0.00614 0.00608 0.00602 0.00596 0.00591 0.00585 3

0.00579 0.00573 0.00567 0.00561 0.00555 0.00549 0.00542 0.00534 4

0.00526 0.00518 0.00508 0.00498 0.00486 0.00473 0.00458 0.00442 5

0.00423 0.00402 0.00378 0.00353 0.00326 0.00290 0.00245 0.00189 6

0.00119 0.00036 -0.00061 -0.00190 -0.00334 -0.00438 -0.00518 -0.00586 7

-0.00633 -0.00690 -0.00743 -0.00754 -0.00759 -0.00811 -0.00863 -0.00902 8

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-0.01729 -0.01705 0.06091 0.07562 0.09646 0.09110 0.03261 0.03190 0.19221 0.21781 0.19396 0.17445 0.13096 0.13170 0.00149 -0.02150

-0.03490 -0.03405

-0.04585 -0.03980 0.02879 0.03257

-0.02559 -0.03131 0.04324 0.05722 0.03929 0.02264

-0.06672 -0.07158

-0.06587 -0.06547

-0.01228 0.00182

-0.05142 -0.06608

-0.05803 -0.05342

-0.08483 -0.09555

-0.10511 -0.09948

-0.09588 -0.09017

-0.06964 -0.07644

-0.04418 -0.03481

-0.01077 -0.00541

-0.07312 -0.09332

-0.12428 -0.11816

-0.06911 -0.05645

-0.01034 -0.02401

-0.09337 -0.08945

-0.11381 -0.11579

-0.01044 0.00458 0.18850 0.21905 0.23327 0.22130 0.13153 0.12003 0.14162 0.15207 0.12129 0.10563 0.07902 0.07358

-0.04034 -0.04511

-0.02209 -0.01661

-0.00666 -0.01374

-0.08858 -0.09166

-0.01410 -0.00830

-0.06286 -0.06367 0.07816 0.09697 0.08835 0.07847 0.14044 0.16720 0.09684 0.05161

-0.04668 -0.02436 0.16694 0.18209 0.12275 0.11069

-0.07407 -0.11540

-0.30972 -0.30627

-0.21621 -0.22702

-0.13736 -0.10637 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194 195 196 197 198 199 200 201 202 203 204 205 206 207 208 209 210 211

Caic Number. GEO.HBE?.02.06

-0.07806

-0.02641

-0.03943

-0.09332 0.01596

-0.04068

-0.06771 0.07682 0.14318 0.04371

-0.05189 0.06329 0.28325 0.12127 0.12879 0.05427 0.12530

-0.01356 0.02194 0.06918 0.04109

-0.06827 0.03222 0.05132

-0.12992

-0.22359 0.00915

-0.27090

-0.12639 0.23705

-0.29973 0.03970 0.04355 0.32903 0.07693 0.03987 0.28865

-0.28680

-0.10701 0.34869 0.19953

-0.27468

-0.43739 0.10641 0.19299 0.30232

-0.56035

-0.44418

-0.28354 0.00960 0.11975 0.82565 0.59804 0.50643

-0.10773

-0.39742

-0.27486

-0.26759 0.10634

-0.47183

-0.65253 0.03105

-0.10600

-0.13697 0.13495 0.58913 0.10703 0.14891

-0.62059

-0.10923

-0.04606

-0.48253

-0.18062

-0.06528

-0.03617

-0.03782

-0.06292

-0.01795

-0.03333

-0.05266 0.09439 0.12287 0.03525

-0.04722 0.09715 0.26780 0.12314 0.11662 0.05870 0.10505 0.00176 0.01225 0.09027 0.01240

-0.05822 0.03445 0.04025

-0.15720

-0.18927

-0.00088

-0.30117

-0.05761 0.18457

-0.28329 0.05950 0.05201 0.33983 0.04293 0.06950 0.23887

-0.28840

-0.05144 0.35701 0.15815

-0.33920

-0.34553 0.10909 0.22792 0.22828

-0.60753

-0.38204

-0.28358

-0.02496 0.19482 0.87216 0.59080 0.47515

-0.16406

-0.39132

-0.24134

-0.33470 0.21090

-0.52388

-0.67374 0.10973

-0.10252

-0.18619 0.21658 0'. 57731 0.08040 0.08850

-0.61254

-0.08094

-0.07232

-0.48639

-0.14930 Sheet Ni

-0.05693 -0.04410 -0.03433 -0.03175 -0.03171 -0.02764

-0.04715 -0.05732 -0.06480 -0.06078 -0:05362 -0.04654

-0.03862 -0.03524 -0.03557 -0.04950 -0.06338 -0.08284

-0.02505 0.00858 0.03745 0.03841 0.02899 0.02710

-0.05423 -0.09492 -0.12555 -0.11085 -0.08501 -0.06328

-0.03058 -0.02036 -0.01545 -0.02738 -0.04144 -0.05708

-0.03131 -0.01700 -0.00027 0.02060 0.04159 0.05960 0.11037 0.12656 0.13954 0.14251 0.14107 0.14482 0.09947 0.07828 0.05950 0.05320 0.05031 0.04694 0.02503 0.01596 0.00518 -0.00862 -0.02230 -0.03910

-0.03732 -0.02969 -0.01827 -0.00253 0.01698 0.03789 0.13359 0.17428 0.21255 0.23385 0.24846 0.27059 0.24423 0.22212 0.19788 0.17935 0.16289 0.13961 0.13006 0.13262 0.13551 0.13640 0.13510 0.13361 0.10224 0.08625 0.07097 0.06369 0.05955 0.05503 0.06646 0.07902 0.09264 0.09956 0.10426 0.11810 0.07862 0.05402 0.02974 0.01835 0.01139 -0.00442 0.02122 0.04184 0.05860 0.04942 0.03484 0.02901 0.00500 -0.00485 -0.00848 0.01157 0.03684 0.05277 0.10737 0.12004 0.12452 0.11026 0.08817 0.06645

-0.01548 -0.04173 -0.06288 -0.07297 -0.07624 -0.07503

-0.04495 -0.02739 -0.00961 0.00333 0.01405 0.02477 0.03441 0.02848 0.02347 0.03203 0.04133 0.04806 0.02410 0.01181 -0.00514 -0.03350 -0.06524 -0.09732

-0.18212 -0.21541 -0.24219 -0.24099 -0.23120 -0.23192

-0.14830 -0.10064 -0.05586 -0.04306 -0.03610 -0.01012

-0.01897 -0.02423 -0.03993 -0.08647 -0.14212 -0.20686

-0.32127 -0.37166 -0.40078 -0.34526 -0.26791 -0.20150 0.01039 0.10193 0.18244 0.20122 0.20270 0.23001 0.11372 0.04201 -0.03605 -0.09928 -0.15677 -0.23801

-0.24444 -0.21994 -0.18288 -0.13043 -0.07501 -0.01385 0.06767 0.08005 0.08370 0.07572 0.06411 0.05134 0.07111 0.09930 0.13670 0.17546 0.21772 0.27684 0.33606 0.33941 0.32623 0.28204 0.22468 0.15069 0.01940 -0.01700 -0.03968 -0.03241 -0.01235 0.01059 0.10094 0.13475 0.16862 0.20046 0.22635 0.26657 0.16874 0.12374 0.06765 -0.02345 -0.11385 -0.20878

-0.27187 -0.30253 -0.31830 -0.25488 -0.18178 -0.14570 0.00324 0.06024 0.11572 0.14974 0.18896 0.27166 0.35349 0.38615 0.40439 0.36926 0.31658 0.26011 0.11729 0.05669 -0.01091 -0.07425 -0.14376 -0.21277

-0.39336 -0.43862 -0.47327 -0.47863 -0.46712 -0.46499

-0.24652 -0.17209 -0.09805 -0.02374 0.03698 0.08082 0.10217 0.09853 0.09428 0.08671 0.09320 0.13565 0.25853 0.31259 0.35827 0.36072 0.34915 0.33956 0.12254 -0.01009 -0.14475 -0.25476 -0.34767 -0.45529

-0.60212 -0.60018 -0.60204 -0.56724 -0.51719 -0.48632

-0.33645 -0.30296 -0.27196 -0.26230 -0.28169 -0.28622

-0.25645 -0.19709 -0.12713 -0.06692 -0.01898 -0.00295

-0.07936 -0.09850 -0.11549 -0.08130 -0.01369 0.05600 0.23512 0.29622 0.40074 0.50591 0.64754 0.74075 0.89095 0.87802 0.89226 0.63052 0.43232 0.61241 0.65004 0.61130 0.50074 0.48453 0.53070 0.52737 0.49856 0.42624 0.26832 0.21194 0.18030 0.04834

-0.19766 -0.27775 -0.36904 -0.43969 -0.47242 -0.44336

-0.39281 -0.41602 -0.44518 -0.41476 -0.37038 -0.33571

-0.25243 -0.25193 -0.23884 -0.24014 -0.23372 -0.22910

-0.38291 -0.39340 -0.37089 -0.30706 -0.20155 -0.05458 0.23604 0.22675 0.17222 0.02213 -0.17069 -0.34526

-0.53350 -0.53899 -0.52279 -0.47818 -0.47722 -0.56220

-0.66980 -0.68664 -0.65931 -0.52682 -0.35022 -0.14995 0.15516 0.20601 0.20408 0.13926 0.06490 -0.02508

-0.07366 -0.06159 -0.05474 -0.06908 -0.09824 -0.11611

-0.21508 -0.18888 -0.13454 -0.07418 -0.00301 0.06709 0.28613 0.32746 0.36989 0.43110 0.48655 0.54384 0.54390 0.51343 0.46455 0.39394 0.31234 0.20495 0.07753 0.07024 0.07890 0.09560 0.11546 0.14407

-0.00502 -0.10149 -0.21599 -0.34849 -0.46890 -0.56459

-0.56415 -0.52630 -0.46775 -0.34044 -0.21984 -0.15281

-0.06986 -0.04461 -0.02514 -0.06321 -0.09630 -0.07084

-0.11252 -0.14900 -0.20221 -0.26544 -0.33204 -0.41513

-0.46008 -0.43002 -0.38517 -0.32931 -0.27273 -0.22190

-0.12119 -0.10222 -0.07969 -0.03298 0.01016 0.04075 Rev Number: 0 umber: 123 of 196 Date: 11/06/02 212 213 214 215 216 217 218 219 220 221 222 223 224 225 226 227 228 229 230 231 232 233 234 235 236 237 238 239 240 241 242 243 244 245 246 247 248 249 250 251 252 253 254 255 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279 280 281 282 283 284

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 124 of 196 Date: 11/06/02 0.05485 0.03231 -0.00695 -0.04945 -0.09258 -0.12240 -0.13502 -0.14103 285

-0.11998 -0.04509 0.04599 0.13707 0.21795 0.25565 0.26783 0.27432 286 0.25543 0.19807 0.12872 0.05651 -0.00956 -0.04555 -0.06830 -0.08685 287

-0.09371 -0.09239 -0.08176 -0.05484 -0.02195 -0.00105 0.02280 0.07178 288 0.11362 0.11020 0.09028 0.07741 0.04403 -0.02848 -0.11644 -0.21746 289}

-0.31716 -0.37855 -0.42636 -0.47667 -0.50949 -0.51748 -0.50747 -0.48638 290

-0.45179 -0.40336 -0.34869 -0.30388 -0.25863 -0.19364 -0.13558 -0.09472 291

-0.06780 -0.06403 -0.07019 -0.08397 -0.09561 -0.08271 -0.05719 -0.04884 292

-0.02104 0.07473 0.18380 0.28713 0.38388 0.43630 0.47473 0.53393 293 0.57775 0.57223 0.55889 0.56227 0.57052 0.58403 0.60229 0.64032 294 0.67117 0.65103 0.61671 0.59786 0.56420 0.49654 0.41565 0.32258 295 0.22354 0.14639 0.07331 -0.02528 -0.10810 -0.12631 -0.12561 -0.12518 296

-0.11346 -0.10591 -0.08993 -0.06781 -0.03483 0.02942 0.10513 0.15702 297 0.21775 0.33248 0.44344 0.53347 0.59823 0.59477 0.56722 0.54497 298 0.51555 0.48446 0.45767 0.45325 0.45163 0.41874 0.38410 0.38078 299 0.36821 0.30363 0.23004 0.15397 0.08401 0.06593 0.05774 0.02825 300 0.00361 -0.00462 -0.01117 -0.01692 -0.02424 -0.04867 -0.07326 -0.08483 301

-0.09280 -0.10195 -0.10820 -0.10934 -0.11037 -0.11451 -0.12145 -0.13424 302

-0.15080 -0.16472 -0.18112 -0.20985 -0.23632 -0.24082 -0.23875 -0.24160 303

-0.23548 -0.21186 -0.17802 -0.13522 -0.08434 -0.03363 0.02164 0.08839 304 0.15417 0.20406 0.24677 0.29381 0.32794 0.33111 0.31942 0.30562 305 0.27969 0.23802 0.19129 0.13613 0.08712 0.07210 0.06994 0.05783 306 0.06007 0.09849 0.14706 0.19461 0.24135 0.27256 0.29757 0.32696 307 0.34999 0.35705 0.35882 0.36168 0.36123 0.35777 0.35201 0.35315 308 0.34950 0.32136 0.28986 0.26816 0.24772 0.22805 0.21238 0.19603 309 0.18519 0.19141 0.19845 0.20806 0.20793 0.16796 0.11426 0.06493 310 0.00600 -0.06452 -0.13902 -0.22118 -0.29868 -0.34646 -0.38196 -0.43027 311

-0.46281 -0.44509 -0.40777 -0.39416 -0.35692 -0.24149 -0.10852 0.01440 312 0.13698 0.23411 0.31880 0.42128 0.50189 0.50798 0.49220 0.49560 313 0.48500 0.44345 0.39529 0.35586 0.31462 0.26814 0.22196 0.17257 314 0.12615 0.09623 0.06888 0.03683 0.00450 -0.03059 -0.06733 -0.10829 315

-0.14982 -0.18269 -0.21202 -0.25408 -0.28656 -0.27733 -0.25727 -0.24900 316

-0.23469 -0.20729 -0.17927 -0.15119 -0.12881 -0.12835 -0.13453 -0.13424 317

-0.13771 -0.15159 -0.16699 -0.17645 -0.18507 -0.19794 -0.21127 -0.21533 318

-0.22268 -0.25106 -0.28329 -0.30636 -0.33145 -0.36350 -0.39468 -0.42388 319

-0.44791 -0.46034 -0.46544 -0.47078 -0.46875 -0.44930 -0.42314 -0.40521 320

-0.37936 -0.32632 -0.26664 -0.20647 -0.14726 -0.10630 -0.07361 -0.03224 321

-0.00542 -0.01948 -0.04625 -0.07195 -0.09862 -0.11093 -0.11442 -0.12538 322

-0.12148 -0.07399 -0.01363 0.03575 0.09049 0.15770 0.22379 0.28830 323 0.34619 0.38123 0.40994 0.44623 0.47856 0.49876 0.51494 0.53200 324 0.54164 0.53816 0.52545 0.51565 0.49742 0.45293 0.40489 0.37014 325 0.33420 0.28610 0.23223 0.17474 0.10839 0.03477 -0.04365 -0.12395 326

-0.19984 -0.26526 -0.32154 -0.37852 -0.43003 -0.46378 -0.49700 -0.54722 327

-0.59236 -0.60667 -0.60734 -0.61195 -0.59837 -0.54850 -0.48788 -0.43748 328

-0.38539 -0.32279 -0.25865 -0.19476 -0.12607 -0.05648 0.01330 0.09711 329 0.16631 0.17857 0.17065 0.18418 0.18461 0.13867 0.08967 0.05161 330 0.01613 0.00018 -0.01630 -0.05306 -0.08393 -0.08043 -0.06008 -0.02838 331 0.01107 0.03256 0.03750 0.02465 -0.01667 -0.08140 -0.15289 -0.22357 332

-0.26439 -0.24278 -0.19283 -0.14112 -0.10452 -0.11265 -0.15794 -0.23786 333

-0.31686 -0.33477 -0.29843 -0.24035 -0.12320 0.08246 0.28575 0.45972 334 0.56629 0.52938 0.45238 0.43755 0.42627 0.35576 0.29046 0.24203 335 0.18343 0.14130 0.08641 -0.00458 -0.08216 -0.09955 -0.08436 -0.06256 336

-0.02528 0.02032 0.05353 0.06720 0.06193 0.03852 0.01356 -0.00713 337

-0.01532 0.00155 0.02498 0.03280 0.03971 0.06581 0.09399 0.12815 338 0.16588 0.18081 0.19300 0.22070 0.23295 0.20243 0.15413 0.11268 339 0.06768

,0.01424

-0.03047 -0.05693 -0.07841 -0.10679 -0.14091 -0.19140 340

-0.24497 -0.27037 -0.28615 -0.30856 -0.31306 -0.28286 -0.23960 -0.20641 341

-0.17238 -0.12575 -0.08301 -0.05697 -0.02821 0.02155 0.07963 0.14675 342 0.21590 0.26239 0.30085 0.34789 0.38277 0.38756 0.38386 0.38786 343 0.39210 0.39481 0.40115 0.41362 0.42869 0.44331.0.45783 0.46895 344 0.47848 0.49071 0.49848 0.50662 0.50473 0.47094 0.42417 0.38876 345 0.33896 0.24787 0.14783 0.04124 -0.05813 -0.10547 -0.13525 -0.18806 346

-0.21816 -0.17992 -0.12314 -0.07207 -0.01801 0.01922 0.04960 0.09267 347 0.12390 0.11326 0.09029 0.08433 0.06773 0.01600 -0.04274 -0.09554 348

-0.14753 -0.18865 -0.22426 -0.26639 -0.29990 -0.30553 -0.30667 -0.31468 349

-0.32371 -0.33940 -0.35701 -0.38096 -0.39809 -0.38407 -0.35799 -0.34710 350

-0.32175 -0.24846 -0.16682 -0.08698 -0.01395 0.01760 0.03518 0.07386 351 0.09620 0.06221 0.01683 -0.02165 -0.05700 -0.06520 -0.06291 -0.06768 352

-0.06174 -0.03160 0.00359 0.04064 0.07128 0.07116 0.05970 0.05526 353 0.04136 0.00655 -0.03266 -0.07350 -0.11122 -0.12792 -0.13874 -0.16155 354

-0.17803 -0.16981 -0.15743 -0.14741 -0.13977 -0.14933 -0.16524 -0.17246 355

-0.18824 -0.23116 -0.28024 -0.32493 -0.36917 -0.40093 -0.42698 -0.45593 356

-0.47510 -0.46792 -0.45117 -0.44046 -0.42189 -0.38357 -0.33915 -0.29804 357

Caic Number GEO.HBIP.02.06

-0.25322 0.21046 0.44988 0.09892

-0.11993

-0.02593

-0.12162

-0.14052

-0.26727 0.07929 0.20202

-0.09567 0.15172 0.05539

-0.04104

-0.20310

-0.28607

-0.17366

-0.12327 0.25777 0.17983

-0.11438 0.02151 0.21359 0.19562 0.01753 0.10342 0.00436

-0.18675

-0.11889

-0.06766 0.09638 0.20447 0.15639

-0.01884

-0.21930 0.09069

-0.03840

-0.03665 0.03162 0.18417 0.15728 0.12301

-0.11440

-0.32386

-0.28815

-0.03192

-0.13057 0.02387 0.04182

-0.06773 0.01433 0.00793

-0.08682

-0.12422 0.06770

-0.05736

-0.00766 0.01951 0.17384 0.21300 0.04809

-0.07078

-0.19159

-0.07623

-0.07242

-0.06606

-0.16464

-0.11475

-0.12153

-0.03986-

-0.05864

-0.05767-

-0.20177 -0.14771 -0.09745 -0.0445C 0.26761 0.42601 0.04105

-0.10475

-0.02495

-0.13375

-0.15256

-0.24938 0.12241 0.15590

-0.06102 0.13239 0.06558

-0.07579

-0.20901

-0.28841

-0.16072

-0.08682 0.28093 0.13812

-0.13440

0. 06854 0.21739 0.17093 0.02302 0.10296

-0.02512

-0.19239

-0.09859

-0.05769 0.11350 0.20463 0.14352

-0.05329

-0.19879 0.10805

-0.06840

-0.01324 0.04222 0.18947 0.15500 0.09599

-0.14278

-0.32343

-0.26637

-0.03691

-0.11091 0.02558 0.03824

-0.06948 0.00486 0.02877

-0.11946

-0.10023 0.06393

-0.04971

-0.01608 0.03588 0.19694 0.18648 0.03694

-0.08972

-0.18507

-0.06980

-0.07247

-0.07589

-0.16045

-0.12117

-0.10863

-0.04168

-0.05497

-0.04359 0.32014 0.37763 0.39361 0.36933

-0.01250 -0.07298

-0.08729 -0.07014

-0.02694 -0.02574

-0.14202 -0.15467

-0.16922 -0.18098

-0.22030 -0.20135 0.15782 0.20217 0.10271 0.05121

-0.01409 0.02660 0.10538 0.08122 0.07519 0.08870

-0.10870 -0.14626

-0.21565 -0.22041

-0.28579 -0.28838

-0.15226 -0.13962

-0.04127 -0.00375 0.29309 0.31732 0.09639 0.05397

-0.14718 -0.17045 0.11150 0.16131 0.22101 0.22506 0.14284 0.11605 0.03426 0.04136 0.09812 0.09820

-0.05536 -0.08599

-0.19365 -0.19984

-0.08042 -0.05820

-0.04262 -0.03262 0.12770 0.14417 0.20171 0.20156 0.12915 0.11719

-0.08768 -0.12373

-0.16808 -0.14665 0.11345 0.13205

-0.09115 -0.12388 0.00702 0.03235 0.05756 0.06850 0.18929 0.19387 0.15424 0.15262 0.06440 0.03570

-0.17071 -0.19907

-0.31743 -0.31506

-0.23952 -0.21774

-0.05276 -0.06097

-0.08388 -0.06109 0.02457 0.02501 0.03158 0.02880

-0.06499 -0.06656

-0.00980 -0.02315 0.04745 0.07363

-0.14587 -0.18123

-0.07557 -0.05117 0.05259 0.04786

-0.03536 -0.02467

-0.02510 -0.03600 0.05269 0.06887 0.21806 0.24362 0.15792 0.12927 0.02579 0.01546

-0.10836 -0.12778

-0.17368 -0.16658

-0.06712 -0.06116

-0.07148 -0.07130

-0.08853 -0.09896

-0.15214 -0.14662

-0.12966 -0.13802

-0.09456 -0.08063

-0.04543 -0.04799

-0.05072 -0.04602

-0.02510 -0.00998 0.42510 0.33700

-0.12172

-0.05434

-0.02959

-0.16299

-0.19526

-0.17164 0.23535 0.00231 0.06730 0.05906 0.09382

-0.17787

-0.22726

-0.28429

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-0.00086 0.00366 0.00887 0.01378 0.01851 0.02167 0.02426 0.02745 636 0.02998 0.03058 0.03058 0.03111 0.03115 0.02997 0.02827 0.02718 637 0.02543 0.02149 0.01725 0.01285 0.00915 0.00872 0.00939 0.00897 638 0.00958 0.01305 0.01700 0.02098 0.02436 0.02467 0.02402 0.02424 639 0.02372 0.02148 0.01902 0.01639 0.01433 0.01489 0.01621 0.01691 640 0.01804 0.01997 0.02190 0.02409 0.02575 0.02520 0.02418 0.02334 641 0.02264 0.02325 0.02432 0.02490 0.02596 0.02843 0.03115 0.03384 642 0.03629 0.03741 0.03803 0.03918 0.03975 0.03860 0.03690 0.03568 643 0.03409 0.03161 0.02910 0.02635 0.02417 0.02438 0.02546 0.02561 644 0.02670 0.03053 0.03488 0.03913 0.04297 0.04447 0.04507 0.04669 645 0.04716 0.04402 0.03982 0.03652 0.03254 0.02700 0.02100 0.01543 646 0.00956 0.00291 -0.00381 -0.01059 -0.01704 -0.02211 -0.02654 -0.03174 647

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-0.02152 -0.01675 -0.01182 -0.00699 -0.00222 0.00218 0.00633 0.01081 649

Calc Number: GEO.HBIP.02.06 0.01477 0.01431 0.00231 0.00096 0.01667 0.01636

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0. 03918 0.02332 0.00456 0.00637 0.01576 0.03780 0.03835 0.03308 0.02440 0.01579 0.00477 0.00377 0.01226 0.02658 0.01678 0.00181 0.00848 0.01663 0.01962 0.00929

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0. 02056 0.00521

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1584

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Rev Number: 0 Sheet Number: 129 of 196 Date: 11/06/02 0.01646 650 0.00248 651 0.00107 652 0.01463 653 0.01764 654

-0.00300 655

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Calc Number: GEO.HBEP.02.06 Rev Number: 0 Sheet Number: 130 of 196 Date: 11/06/02

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Calc Number: GEO.HBEIP.02.06 Rev Number: 0 Sheet Number: 147 of 196 Date: 11/06/02

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Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 148 of 196 Date: 11/06/02

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Caic Number: GEO.HBIP.02.06

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Calc Number: GEO.HBIP.02.06 0.14750 0.15733 0.01891

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Caic Number: GEO.HBIP.02.06

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Calc Number: GEO.HIP.02.06

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Calc Number: GEO.HBIP.02.06 0.05649 0.11686

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0. 00645

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-0.27435

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-0.32525 -0.35978 -0.38702 -0.4070:

-0.41059 -0.39665 -0.37995 -0.3612!

-0.27387 -0.26378 -0.25554 -0.2494,

-0.15981 -0.11654 -0.06531 -0.0062, 0.29532 0.33839 0.37286 0.39751 0.41484 0.40620 0.39710 0.38891 0.39448 0.40252 0.40862 0.4098:

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-0.03551 -0.02672 -0.02378 -0.0257!

0.00224 0.03251 0.07109 0.11849 0.32788 0.33314 0.32260 0.29364 0.05530 0.02239 -0.00098 -0.01284 0.01654 0.02634 0.03352 0.03676

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-0.29150 -0.29653 -0.29301 -0.28339

-0.20289 -0.18376 -0.16455 -0.14451 Rev Number: 0 N4umber: 160 of 196 Date: 11/06/02 0

505 4

506 3

507 0

508 0

509 0

510 6

511 2

512 4

513 4

514 4

515 2

516 9

517 9

518 6

519 8

520 2

521 B

522 1

523 1

524 3

525 5

526 L

527 i6 528 i8 529 3

530

'S 531 1

532 i

533 534 535 3

536 3

537 9

538 S

539 540 541 542 e

543 544 545 546 547 548 549 550 551 552 553 554 555 556 557 558 559 560 561 562 563 564 565 566 567 568 569 570 571 572 573 574 575 576 577

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-0 0

0 0

0 0

-0 0

0

-0 O.

0

-0

-0

-0

-O.

-0.

-O.

0.

0.

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-0

-0.

-0.

-0.

-O.

-0.

0.

0.

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0.

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-0.

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-0.

-0.

0.

0.

-O.

0.;

0.:

0.:

0.1 Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 161 of 196 Date: 11/06/02

.08100 -0.07616 578

.11513 0.15157 579

.28806 0.28980 580

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Calc Number: GEO.HBIP.02.06 0.07536

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Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 165 of 196 Date: 11/06/02

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Caic Number: GEO.HBIP.02.06

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Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 167 of 196 Date: 11/06/02

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Caic Number: GEO.HBIP.02.06 0.00622 0.02186 0.00628

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Caic Number: GEO.HB[P.02.06

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-0.00143 -0.00140 -0.00137

-0.00123 -0.00121 -0.00119

-0.00107 -0.00105 -0.00104

-0.00096 -0.00094 -0.00093

-0.00087 -0.00086 -0.00085

-0.01565

-0.01364

-0.01043

-0. 01400

-0.01055

-0.00613

-0.00475

-0.00650

-0.00941

-0.00728

-0.00234 0.00098 0.00296 0.00788 0.01059 0.00597 0.00860 0.01200 0.00905 0.01235

0. 01538

-0. 00219

-0.00115 0.00071 0.00335 0.00897 0.01405 0.01829 0.02197 0.02584 0.02972 0.03209 0.03225 0.03053 0.02770 0.02445 0.02057 0.01632 0.01208 0.00796 0.00416 0.00087

-0.00186

-0. 00403

-0.00565

-0.00677

-0.00747

-0.00782

-0.00790

-0. 00777

-0.00751

-0.00715

-0.00674

-0.00630

-0.00586

-0.00542

-0.00500

-0.00459

-0.00421

-0.00385

-0.00350

-0.00318

-0.00288

-0.00260

-0.00233

-0.00207

-0.00181

-0.00156

-0.00134

-0.00116

-0.00102

-0.00092

-0.00085

-0.01625

-0.01269

-0.01078

-0. 01428

-0. 00968

-0.00574

-0.00483

-0. 00700

-0.00954

-0.00667

-0.00169 0.00102 0.00348 0.00858 0.01019 0.00569 0.00933 0.01176 0.00897 0.01277 0.01824

-0. 00298

-0.00115 0.00083 0.00399 0.00965 0.01461 0.01875

0. 02243

0. 02633 0.03013 0.03221 0.03211 0.03022 0.02730 0.02399 0.02004 0.01578 0.01154 0.00745 0.00372 0.00049

-0.00217

-0.00427

-0.00582

-0.00689

-0.00754

-0.00785

-0.00790 -

-0.00775 -

-0.00747 -

-0.00710 -

-0.00669 -

-0.00625 -

-0.00581 -

-0.00537 -

-0.00495 -

-0.00455 -

-0.00417 -

-0.00381 -

-0.00347 -

-0.00315 -

-0.00285 -

-0.00256 -

-0.00230 -

-0.00204 -

-0.00178 -

0.00154 -

0.00132 -

-0.00115 -

0.00101 -

0.00091 -

0.00084 -

Rev Number: 0 Sheet Number: 172 of 196 Date: 11/06/02

-0.01659 1381

-0.01181 1382

-0.01116 1383

-0.01435 1384

-0.00894 1385

-0.00535 1386

-0.00487 1387

-0.00746 1388

-0.00955 1389

-0.00606 1390

-0.00104 1391 0.00110 1392 0.00403 1393 0.00927 1394 0.00966 1395 0.00565 1396 0.01005 1397 0.01138 1398 0.00907 1399 0.01302 1400 0.01668 1401

-0.00287 1402

-0.00094 1403 0.00100 1404 0.00468 1405 0.01034 1406 0.01518 1407 0.01922 1408 0.02291 1409 0.02684 1410 0.03053 1411 0.03233 1412 0.03195 1413 0.02991 1414 0.02693 1415 0.02353 1416 0.01952 1417 0.01526 1418 0.01103 1419 0.00697 1420 0.00329 1421 0.00014 1422

-0.00246 1423

-0.00449 1424

-0.00597 1425

-0.00698 1426

-0.00759 1427

-0.00786 1428

-0.00788 1429

-0.00772 1430

-0.00742 1431

-0.00705 1432

-0.00663 1433

-0.00619 1434

-0.00575 1435

-0.00531 1436

-0.00489 1437

-0.00450 1438

-0.00412 1439

-0.00376 1440

-0.00342 1441

-0.00310 1442

-0.00281 1443

-0.00253 1444

-0.00227 1445 0.00201 1446 0.00175 1447 0.00151 1448 0.00130 1449 0.00112 1450 0.00099 1451 0.00090 1452 0.00083 1453

Calc Number: GEO.HBIP.02.06

-0.00083 -0.00082

-0.00078 -0.00078

-0.00075 -0.00075

-0.00073 -0.00073

-0.00071 -0.00071

-0.00070 -0.00069

-0.00068 -0.00068

-0.00067 -0.00066

-0.00065 -0.00065

-0.00063 -0.00063

-0.00061 -0.00061

-0.00060 -0.00059

-0.00058 -0.00057

-0.00056 -0.00055

-0.00054 -0.00053

-0.00052 -0.00051

-0.00049 -0.00049

-0.00047 -0.00047

-0.00045 -0.00045

-0.00043 -0.00042

-0.00040 -0.00040

-0.00038 -0.00038

-0.00081

-0.00077

-0.00075

-0.00073

-0.00071

-0.00069

-0.00068

-0.00066

-0.00064

-0.00063

-0.00061

-0. 00059

-0.00057

-0.00055

-0.00053

-0.00051

-0.00049

-0.00047

-0.00044

-0.00042

-0.00040

-0.00037

-0.00081

-0.00077

-0.00074

-0.00072

-0.00071

-0.00069

-0.00067

-0.00066

-0.00064

-0.00062

-0.00061

-0.00059

-0.00057

-0. 00055

-0.00053

-0. 00051

-0.00049

-0. 00046

-0.00044

-0.00042

-0.00039

-0.00042

-0.00080

-0.00077

-0.00074

-0.00072

-0.00070

-0.00069

-0.00067

-0.00066

-0.00064

-0.00062

-0.00060

-0.00059

-0.00057

-0.00055

-0. 00053

-0. 00051

-0.00048

-0.00046

-0.00044

-0.00041

-0.00039

-0.00042

-0.00080

-0.00076

-0.00074

-0.00072

-0. 00070

-0.00069

-0.00067

-0.00065

-0.00064

-0.00062

-0.00060

-0. O0058

-0.00056

-0.00054

-0.00052

-0.00050

-0. 00043

-0.00046

-0.00044

-0.00041

-0.00039

-0.00042

-0.00079

-0.00076

-0.00074

-0.00072

-0.00070

-0.00068

-0.00067

-0.00065

-0.00064

-0.00062

-0. 00060

-0. 00058

-0.00056

-0.00054

-0.00052

-0.00050

-0. 00048

-0.00046

-0. 00043

-0. 00041

-0.00038

-0.00042 Rev Nwnber: 0 Sheet Number. 173 of 196 Date: 11/06/02

-0.00079 1454

-0.00076 1455

-0.00073 1456

-0.00071 1457

-0.00070 1458

-0.00068 1459

-0.00067 1460

-0.00065 1461

-0.00063 1462

-0.00062 1463

-0.00060 1464

-0.00058 1465

-0.00056 1466

-0.00054 1467

-0.00052 1468

-0.00050 1469

-0.00048 1470

-0.00045 1471

-0.00043 1472

-0.00041 1473

-0.00038 1474

-0.00042 1475

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 174 of 196 Date: 11/06/02 Appendix C Key Input File For Ground Response Analysis Upper Bound Velocity Profile with 1.6g Excitation using Set 1 Ground Motion

(..\\m37 nms\\input\\m3.lp6g.inp)

option 1

13 11 0.0001 1.

1.000 0.25 11 0.0001 1.

0.24 21.

11 0.0001 1.

1.000 0.080 11 0.0001 1.

0.24 21.

11

0. 0001 1.

1.000

.09 11 0.0001 1.

1.7 20.2 11

0. 0001 1.

1.000 0.18 11 0.0001 2.

1.0 16.9 11 0.0001 2.

1.000 0.28 11

0. 0001 1.

1.0 13.4 11 0.0001 1.

1.000 0.040 11

0. 0001 1.

1.4 27.0 11

0. 0001 1.

1.000 0.060 11 0.0001 1.

1.2 24.9 1 -

dynamic soil properties -

(max is thirteen):

1. 1 Modulus for generic Clay (idriss 990) 0.0003 0.001 0.003 0.01 0.03

3.

10.

1.000 1.000 0.98 0.94 0.85 0.11 0.04 damping for both clay&sand (idriss 1990) 0.0003 0.001 0.003 0.01 0.03

3.

10.

0.42 0.8 1.4 2.8 5.1

25.

28.

1. 2 modulus for sand (upper Range sand from seed &

0.0003 0.001 0.003 0.01 0.03

3.

10.

1.000 0.99 0.96 0.85 0.64 0.033 0.013 damping for both clay&sand (idriss 1990) 0.0003 0.001 0.003 0.01 0.03

3.

10.

0.42 0.8 1.4 2.8 5.1

25.

28.

1. 3 modulus for Clay PI 15 (Vucetic and Dobry 1991) 0.0003 0.001 0.003 0.01 0.03

3.

10.

1.000 1.000

.95

.82

.65

.04

.02 damping for Clay PI 15 (Vucetic & Dobry 1991) 0.0003 0.001 0.003 0.01 0.03

3.

10.

1.7 1.7 2.5 4.5 7.5 22.9 22.9

1. 4 modulus for Clay PI 30 (Vucetic & Dobry 1991) 0.0003 0.001 0.003 0.01 0.03

3.

10.

1.000 1.000 0.98 0.91 0.74 0.075 0.029 damping for Clay PI 30 (Vucetic & Dobry 1991) 0.0003 0.001 0.003 0.01 0.03

3.

10.

1.0 1.3 2.1 3.9 6.0 20.5 22.3

1. 5 modulus for Clay PI 50 (Vucetic & Dobry 1991) 0.0003 0.001 0.003 0.01 0.03

3.

10.

1.000 1.000 0.99 0.95 0.84 0.12 0.045 damping for Clay PI 50 (Vucetic & Dobry 1991) 0.0003 0.001 0.003 0.01 0.03

3.

10.

1.0 1.3 1.9 3.0 4.3 17.0 19.8

1. 6 modulus for Sand (0 to 20 ft) (EPRI 1993) 0.0003 0.001 0.003 0.01 0.03

3.

10.

1.000 0.980 0.914 0.750 0.509 0.017 0.006 damping for Sand (0 to 20 ft) (EPRI 1993) 0.0003 0.001 0.003 0.01 0.03

3.

10.

1.5 1.8 2.8 5.0 9.3 29.0 30.0

1. 7 modulus for Sand (20 to 50 ft) (EPRI 1993) 0.0003 0.001 0.003 0.01 0.03

3.

10.

1.000 0.990 0.946 0.820 0.608 0.025 0.010 damping for Sand (20 to 50 ft) (EPRI 1993) 0.0003 0.001 0.003 0.01 0.03

3.

10.

1.2 1.4 2.1 3.6 7.0 alc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 175 of 196 Date: 11/06/02 0.1 0.3 0.66 0.44 0.1 9.8 idriss 01.1 0.37 0.1 9.8 0.3 15.5 1970) 0.3 0.18 0.3 15.5 0.1 0.3

.40 0.1 11.7

.21 0.3 15.8 0.1 0.3 0.55 0.35 0.1 8.7 0.1 0.68 0.1 6.2 0.1 0.270 0.1 15.3 0.1 0.360 0.1 12.4 0.3 12.3 0.3 0.47 0.3 9.3 0.3 0.116 0.3 21.9 0.3 0.165 0.3 19.1 27.2 28.9

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 176 of 196 Date: 1 1/06/02 o.c 1.

1.C o.c o.c 1.

1.o 22.

0.0 1.

1.0 0.1 0.0 1.

0.8 21.

0.0 1.

1.0 0.1 0.0 1.

0.7 19.

0.0 1.

1.0' 0.2 0.01 1.

0.6 16.'

O.Ot 1.

1.01 0.34 0.0(

1.

0.24 21.

0.0 1.

1.0(

0.71 0.0C 1.

0.3 5.

Opts 11

1. 8 modulus for Sand (50 to 120 ft) (EPRI 1993) 1001 0.0003 0.001 0.003 0.01 0.03

3.

10.

00 1.000 1.000 0.970 0.870 0.680 190 0.037 0.014 11 damping for Sand (50 to 120 ft) (EPRI 1993) 001 0.0003 0.001 0.003 0.01 0.03

3.

10.

1.0 1.2 1.64 2.8 5.49 9

25.5 27.0 11

1. 9 modulus for Sand (120 to 250 ft) (EPRI 1993) 001 0.0003 0.001 0.003 0.01 0.03

3.

10.

'00 1.000 1.000 0.980 0.900 0.740 20 0.050 0.019 11 damping for Sand (120 to 250 ft) (EPRI 1993) 001 0.0003 0.001 0.003 0.01 0.03

3.

10.

0.9 1.0 1.3 2.2 4.4 2

23.8 25.5 11

1. 10 modulus for Sand (250 to 500 ft) (EPRI 1993) 001 0.0003 0.001 0.003 0.01 0.03

3.

10.

00 1.000 1.000 0.990 0.930 0.810 50 0.080 0.05 11 damping for Sand (250 to 500 ft) (EPRI 1993) 001 0.0003 0.001 0.003 0.01 0.03

3.

10.

0.8 0.8 1.1 1.8 3.5 3

22.4 24.0 11

1. 11 modulus for Sand (> 500 ft) (EPRI 1993) 001 0.0003 0.001 0.003 0.01 0.03

3.

10.

00 1.000 1.000 0.990 0.950 0.852 0.083 0.032 L

damping for Sand (> 500 ft) (EPRI 1993) 001 0.0003 0.001 0.003 0.01 0.03

3.

10.

0.6 0.6 0.8 1.2 2.5 7

20.2 22.5 LI 112 modulus for Weathered Rock

)01 0.0003 0.001 0.003 0.01 0.03

3.

10.

0 1.000 1.000 0.990 0.960 0.900 4

0.2 0.12 1

damping for Weathered Rock 001 0.0003 0.001 0.003 0.01 0.03

3.

10.

4 0.42 0.8 1.4 2.8 5.1

25.

28.

9

1. 13 modulus for Competent Rock

)01 0.0003 0.001 0.003 0.01 0.03 0.1 0.3 0.430 0.220 0.1 0.3 10.2 16.5 0.1 0.3 0.500 0.270 0.1 0.3 8.6 14.6 0.1 0.570 0.3 0.330 0.1 0.3 7.1 12.8 0.1 0.65 0.1 5.3 0.3 0.41 0.3 10.3 0.1 0.3 0.75 0.55 0.1 9.8 0.3 15.5 0.1 0.3

)0 9

001 7

.on1 1.000 1.000 0.980 0.960 0.930 0.890 0.840 amping for Competent Rock 0.0003 0.001 0.003 0.4 0.8 1.1 0.01 1.5 0.03 0.1 0.3 2.1

3.

4.

3 7

8 9

10 11 12 2 -- Soil Profile 2

1 46 1

3 2

3 3

3 4

3 5

3 6

3 7

7 8

7 9

7 Idriss interpretation

3.

.050

3.

.050

4.

.050

5.

.050

5.

.050

5.

.050

5.

.050

5.

.050

5.

.050

.125

.125

.125

.125

.125

.125

.130

.130

.130 915.

915.

915.

915.

915.

1220.

1220.

1403.

1403.

10 7

11 7

12 3

13 3

14 8

15 8

16 8

17 8

18 8

19 8

20 8

21 8

22 9

23 3

24 3

25 3

26 3

27 3

28 9

29 9

30 9

31 10 32 10 33 10 34 10 35 10 36 10 37 10 38 10 39 10 40 10 41 10 42 11 43 11 44 11 45 11 46 12 Option 3 --

5.

5.

5.

5.

7.5 7.5 7.5 7.5 10.

11.

12.

12.

15.

13.

13.

13.

13.

13.

15.

15.

15.

20.

20.

20.

20.

20.

20.

20.

25.

25.

25.

25.

25.

25.

25.

25.

input motion:

.050

.050

.050

.050

.050

.050

.050

.050

.050

.050

.050

.050

.050

.050

.050

.050

.050

.050

.050

.050

.050

.050

.050

.050

.050

.050

.050

.050

.050

.050

.050

.050

.050

.050

.050

.050

.050

.130

.130

.130

.130

.130

.130

.130

.130

.130

.130

.130

.130

.130

.130

.130

.130

.130

.130

.130

.130

.130

.130

.130

.130

.130

.130

.130

.130

.130

.130

.130

.130

.130

.130

.130

.130

.135 Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 177 of 196 Date: 11/06/02 1403.

1403.

1830.

1830.

1830.

1830.

1830.

1830.

2135.

2135.

2135.

2135.

2440.

1891.

1891.

1891.

1891.

1891.

2013.

2013.

2013.

2440.

2440.

2440.

2196.

2196.

2196.

2196.

2318.

2319.

2440.

2440.

2562.

2562.

2562.

2562.

6100.

(8f9.6) or outcropping 0):

3 6565 8192.005 m78setl.acc 1.6

50.

2 8

Option 4 -- sublayer for input motion (within (1) 4 46 0

Option 5 -- number of iterations & ratio of avg strain to max strain 5

0 12 0.68 option 9 -- compute & save response spectrum:

9 1

0 1

0 0.05 Option 6 --

6 981.0 sublayers for which accn time histories are computed a saved:

1 2

3 4

5 6

7 8

9 0

1 1

1 1

1 1

1 1

1 0

0 0

0 0

0 0

0 Option 6 -- sublayers for which accn time hist 6

16 17 18 19 20 21 22 23 24 1

1 1

1 1

1 1

1 1

0 0

0 0

0 0

0 0

0 Option 6 -- sublayers for which accn time hist 6

31 32 33 34 35 36 37 38 39 1

1 1

1 1

1 1

1 1

0 0

0 0

0 0

0 0

0 Option 6 -- sublayers for which accn time hist 6

46 1

0 execution will stop when program encounters 0 10 1

0 tories 25 1

tories 40 1

0 tories 11 12 13 14 15 1

1 1

1 1

0 0

0 0

0 are computed & saved:

26 27 28 29 30 1

1 1

1 1

0 0

0 0

0 are computed a saved:

41 42 43 44 45 1

1 1

1 1

0 0

0 0

0 are computed & saved:

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number 178 of 196 Date: 11/06/02 0

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 179 of 196 Date: 11/06/02 Appendix D Key Output File For Ground Response Analysis Upper Bound Velocity Profile with 1.6g Excitation using Set 1 Ground Motion

(..\\m37juns\\m3_Ip6g.out)

(

C (f

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 180 of 196 Date: 11/06/02

• SHAKE:

A COMPUTER PROGRAM FOR EARTHQUAKE RESPONSE ANALYSIS OF HORIZONTALLY*

LAYERED SITES by: Per B.

Schnabel & John Lysmer -- 1970

• shake85:

IBM-PC version of SHAKE by: S.S. (Willie) Lai, January 1985 *

• shake98:New modulus reduction curves for clays added using results from Sun*

et al (1988) by: J. I. Sun & Ramin Golesorkhi February 26, 1988 *

• SHAKE90/91: Adjust last iteration; Input now is either Gmax or max Vs; up *

• to 13 material types can be specified by user; up to 50 Layers can be

• specified; object motion can be read in from a separate file and can have

• user specified format; Different periods for response spectral calcs;

• options are renumbered; and general cleanup by: J. I. Sun, I. M. Idriss *

• & P. Dirrim June 1990 - February 1991 *

• SHAKE91: General cleanup and finalization of input/output format...

etc by: I. M. Idriss December 1991

• SHAKE96S: Max. no. of values for FFT=16384; write time histories, soil

• properties, and amplification spectra to separate files; improve response *

• spectrum calculation for high frequencies by:

D.Hamasaki and W.S.Tseng *

• This is PC Single Precision Version by: CEC May 3, 1996

• MAX.

NUMBER OF TERMS IN FOURIER TRANSFORM u 16384 NECESSARY LENGTH OF BLANK COMMON X 102419 ACTUAL LENGTH OF BLANK COMMON X

=

102420 1******

OPTION 1 READ RELATION BETWEEN SOIL PROPERTIES AND STRAIN MATERIAL TYPE NO. 3 CURVE NO.

5:

1. 3 modulus for Clay PI 15 Vucetic and Dobry 1991)

CURVE NO.

6:

damping for Clay PI 15 (Vucetic & Dobry 1991)

CURVE NO. 5 CURVE NO. 6 a..........

STRAIN G/Gmax STRAIN DAMPING 0__01_

1--000-1_____0_

.0001 1.000

.0001 1.70

.0003 1.000

.0003 1.70

.0010 1.000

.0010 1.70

.0030

.950

.0030 2.50

.0100

.820

.0100 4.50

.0300

.650

.0300 7.50

.1000

.400

.1000 11.70

.3000

.210

.3000 15.80 1.0000

.090 1.0000 20.20 3.0000

.040 3.0000 22.90 10.0000

.020 10.0000 22.90

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 181 of 196 Date: 1 1/06/02 MATERIAL TYPE NO. 7 CURVE NO. 13:

CURVE NO. 14:

CURVE NO.13 STRAIN G/Gmax

.0001 1.000

.0003 1.000

.0010

.990

.0030

.946

.0100

.820

.0300

.608

.1000

.360

.3000

.165 1.0000

.060 3.0000

.025 10.0000

.010

1. 7 modulus for Sand (20 to 50 ft)

EPRI 1993) damping for Sand (20 to 50 ft) (EPRI 1993)

CURVE NO.14

.=

X

=

STRAIN

.0001---

.0001

.0003

.0010

.0030

.0100

.0300

.1000

.3000 1.0000 3.0000 10.0000 DAMPING 1.20____

1.20 1.20 1.40 2.10 3.60 7.00 12.40 19.10 24.90 27.20 28.90 MATERIAL TYPE NO. 8 CURVE NO. 15:

CURVE NO. 16:

1. 8 modulus for Sand (50 to 120 ft) (EPRI 1993) damping for Sand (50 to 120 ft) (EPRI 1993)

CURVE NO.15 0....=======...

u.

STRAIN G/Gmax

__0001__

1.000--

.0001 1.000

.0003 1.000

. 0010 1.000

.0030

.970

.0100

.870

.0300

.680

.1000

.430

.3000

.220 1.0000

.090 3.0000

.037 10.0000

.014 CURVE NO.16 w~s=5=-

STRAIN

__0001__

.0001

.0003

.0010

.0030

.0100

.0300

.1000

.3000 1.0000 3.0000 10.0000 DAMPING 1.00 1.00 1.20 1.64 2.80 5.49 10.20 16.50 22.90 25.50 27.00 MATERIAL TYPE NO. 9

(

(

(

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 182 of 196 Date: 11/06/02 CURVE NO. 17:

19 modulus for Sand (120 to 250 ft) (EPRI 1993)

CURVE NO. 18:

damping for Sand (120 to 250 ft)

EPRI 1993)

CURVE NO.17 CURVE N.18

====.==....====..............

======u===.=.

STRAIN G/Gmax STRAIN DAMPING

.0001 1.000

.0001

.80

.0003 1.000

.0003

.90

.0010 1.000

.0010 1.00

.0030

.980

.0030 1.30

.0100

.900

.0100 2.20

.0300

.740

.0300 4.40

.1000

.500

.1000 8.60

.3000

.270

.3000 14.60 1.0000

.120 1.0000 21.20 3.0000

.050 3.0000 23.80 10.0000

.019 10.0000 25.50 MATERIAL TYPE NO.10 CURVE NO. 19:

CURVE NO. 20:

CURVE NO.19 STRAIN G/Gmax

.0001 1.000

.0003 1.000

.0010 1.000

.0030

.990

.0100

.930

.0300

.810

.1000

.570

.3000

.330 1.0000

.150 3.0000

.080 10.0000

.050

1. 10 modulus for Sand (250 to 500 ft) (EPRI 1993) damping for Sand (250 to 500 ft) (EPRI 1993)

CURVE N.20

======---..

w

sw5=

STRAIN

_.0 0 0_

_ 1

.0001

.0003

.0010

.0030

.0100

.0300

.1000

.3000 1.0000 3.0000 10.0000 DAMPING

.70

.80

.80 1.10 1.80 3.50 7.10 12.80 19.30 22.40 24.00 MATERIAL TYPE NO.11

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 183 of 196 Date: 11/06/02 CURVE NO. 21:

CURVE NO. 22:

1. 11 modulus for Sand > 500 ft) (EPRI 1993) damping for Sand (> 500 ft) (EPRI 1993)

CURVE NO.21

=

STRAIN

______0_

.0001

.0003

.0010

.0030

.0100

.0300

.1000

.3000 1.0000 3.0000 10.0000 G/Gmax 1.000--

1.000 1.000 1.000

• .990

.950

.852

.650

.410

.200

.083

.032 CURVE NO.22

=....

STRAIN DAMPING 0_____

6----

.0001

.60

.0003

.60

.0010

.60

.0030

.80

.0100 1.20

.0300 2.50

.1000 5.30

.3000 10.30 1.0000 16.70 3.0000 20.20 10.0000 22.50 MATERIAL TYPE NO.12 CURVE NO. 23:

CURVE NO. 24:

CURVE NO.23 STRAIN G/Gmax

.0001 1.000

.0003 1.000

.0010 1.000

.0030

.990

.0100

.960

.0300

.900

.1000

.750

.3000

.550 1.0000

.340 3.0000

.200 10.0000

.120 112 modulus for Weathered Rock damping for Weathered Rock CURVE NO.24

===.===.=.-...-

STRAIN

_.0_001

.0001

.0003

.0010

.0030

.0100

.0300

.1000

.3000 1.0000 3.0000 10.0000 DAMPING

.24

.42

.80 1.40 2.80 5.10 9.80 15.50 21.00 25.00 28.00 1******

OPTION 2 **,

NEW SOIL PROFILE NO.

NUMBER OF LAYERS NO. TYPE THICKNESS (ft)

• READ SOIL PROFILE 1

IDENTIFICATION 46 Idriss interpretation DEPTH TO BEDROCK 600.00 DEPTH Tot.

PRESS.

MODULUS DAMPING UNIT WT.

SHEAR VEL (ft)

(ksf)

(ksf)

(kcf)

(fps)

(

C

(

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 184 of 196 Date: 11/06/02 1

3 3.00 1.50

.19 3250.

.050

.125 915.0 2

3 3.00 4.50

.47 3250.

.050

.125 915.0 3

3 4.00 8.00

.69 3250.

.050

.125 915.0 4

3 5.00 12.50

.97 3250.

.050

.125 915.0 5

3 5.00 17.50 1.28 3250.

.050

.125 915.0 6

3 5.00 22.50 1.60 5778.

.050

.125 1220.0 7

7 5.00 27.50 1.92 6009.

.050

.130 1220.0 8

7 5.00 32.50 2.26 7947.

.050

.130 1403.0 9

7 5.00 37.50 2.60 7947.

.050

.130 1403.0 10 7

5.00 42.50 2.94 7947.

.050

.130 1403.0 11 7

5.00 47.50 3.27 7947.

.050

.130 1403.0 12 3

5.00 52.50 3.61 13520.

.050

.130 1830.0 13 3

5.00 57.50 3.95 13520.

.050

.130 1830.0 14 8

7.50 63.75 4.37 13520.

.050

.130 1830.0 15 8

7.50 71.25 4.88 13520.

.050

.130 1830.0 16 8

7.50 78.75 5.39 13520.

.050

.130 1830.0 17 8

7.50 86.25 5.89 13520.

.050

.130 1830.0 18 8

10.00 95.00 6.48 18403.

.050

.130 2135.0 19 8

11.00 105.50 7.19 18403.

.050

.130 2135.0 20 8

12.00 117.00 7.97 18403.

.050

.130 2135.0 21 8

12.00 129.00 8.78 18403.

.050

.130 2135.0 22 9

15.00 142.50 9.70 24036.

.050

.130 2440.0 23 3

13.00 156.50 10.64 14437.

.050

.130 1891.0 24 3

13.00 169.50 11.52 14437.

.050

.130 1891.0 25 3

13.00 182.50 12.40 14437.

.050

.130 1891.0 26 3

13.00 195.50 13.28 14437.

.050

.130 1891.0 27 3

13.00 208.50 14.16 14437.

.050

.130 1891.0 28 9

15.00 222.50 15.10 16360.

.050

.130 2013.0 29

9.

15.00 237.50 16.12 16360.

.050

.130 2013.0 30 9

15.00 252.50 17.13 16360.

.050

.130 2013.0 31 10 20.00 270.00 18.31 24036.

.050

.130 2440.0 32 10 20.00 290.00 19.67 24036.

.050

.130 2440.0 33 10 20.00 310.00 21.02 24036.

.050

.130 2440.0 34 10 20.00 330.00 22.37 19469.

.050

.130 2196.0 35 10 20.00 350.00 23.72 19469.

.050

.130 2196.0 36 10 20.00 370.00 25.07 19469.

.050

.130 2196.0 37 10 20.00 390.00 26.43 19469.

.050

.130 2196.0 38 10 25.00 412.50 27.95 21693.

.050

.130 2318.0 39 10 25.00 437.50 29.64 21693.

.050

.130 2318.0 40 10 25.00 462.50 31.33 24036.

.050

.130 2440.0 41 10 25.00 487.50 33.02 24036.

.050

.130 2440.0 42 11 25.00 512.50 34.71 26500.

.050

.130 2562.0 43 11 25.00 537.50 36.40 26500.

.050

.130 2562.0 44 11 25.00 562.50 38.09 26500.

.050

.130 2562.0 45 11 25.00 587.50 39.78 26500.

.050

.130 2562.0 46 BASE 156005.

.050

.135 6100.0 PERIOD = 1.11 FROM AVERAGE SHEAR VELOCITY =

2157.

MAXIMUM AMPLIFICATION =

13.34

Cale Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 185 of 196 Date: 11/06/02 FOR FREQUENCY

.97 C/SEC.

PERIOD 1.03 SEC.

1******

OPTION 3

READ INPUT MOTION FILE NAME FOR INPUT MOTION = m78setl.acc NO.

OF INPUT ACC.

POINTS a 6565 NO.

OF POINTS USED IN FFT =

8192 NO.

OF HEADING LINES -

2 NO.

OF POINTS PER LINE =

8 TIME STEP FOR INPUT MOTION -

.0050 FORMAT FOR OF TIME HISTORY a (8f9.6)

• • • • • H E A D R

Time history matched to spectrum:::SetTarget:M78_D005_RVJHW.target 6565 0.0050 FIRST E LAST 5 LINES OF INPUT MOTION

• 1

.007300

.007220

.007150

.007080

.007020

.006960

.00690C 2

.006790

.006720

.006660

.006590

.006520

.006460

.00639(

3

.006260

.006200

.006140

.006080

.006020

.005960

.00591C 4

.005790

.005730

.005670

.005610

.005550

.005490

.00542C 5

.005260

.005180

.005080

.004980

.004860

.004730

.00458C

........ INPUT MOTION READ NOT ECHOED.

817

-.005350 -.005290 -.005220 -.005150 -.005090 -.005020 -.00495(

818

-. 004820 -. 004750 -. 004690 -. 004620 -. 004550 -. 004480 -. 00442(

819

-. 004280 -. 004210 -. 004140 -. 004070 -. 004000 -. 003930 -. 00386C 820

-. 003720 -. 003650 -. 003580 -. 003510 -. 003430 -. 003360 -. 00329C 821

-. 003140 -. 003070 -. 002990 -. 002920 -. 002840

.000000

.00000(

MAXIMUM ACCELERATION =

.89226 AT TIME

• 10.50 SEC THE VALUES WILL BE MULTIPLIED BY A FACTOR -

1.793 TO GIVE NEW MAXIMUM ACCELERATION 1.60000 MEAN SQUARE FREQUENCY =

4.00 C/SEC.

MAX ACCELERATION -

1.64242 FOR FREQUENCIES REMOVED ABOVE 50.

1******

OPTION 4

READ WHERE OBJECT MOTION IS GIVEN OBJECT MOTION IN LAYER NUMBER 46 OUTCROPPING 1******

OPTION 5

OBTAIN STRAIN COMPATIBLE SOIL PROPERTIES MAXIMUM NUMBER OF ITERATIONS

=

12 FACTOR FOR UNIFORM STRAIN IN TINE DOMAIN

=

.68 EARTHQUAKE

- m78setl.acc SOIL PROFILE -

Idriss interpretation ITERATION NUMBER 1

VALUES IN TIME DOMAIN

.006850

.006330

.005850

.005340

.004420

-. 004890

-. 004350

-. 003790

-. 003210

.000000

.00 C/SEC.

K

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 186 of 196 Date: 11/06/02 NO TYPE DEPTH UNIFRM.

<---- DAMPING ----

<---- SHEAR MODULUS ----- >

G/Go (FT)

STRAIN NEW USED ERROR NEW USED ERROR RATIO 1

3 1.5

.00816

.042

.050

-20.1 2736.3 3250.1

-18.8 1.000 2

3 4.5

.02440

.069

.050 27.9 2216.6 3250.1

-46.6 1.000 3

3 8.0

.04298

.088

.050 42.9 1869.9 3250.1

-73.8 1.000 4

3 12.5

,06589

.102

.050 51.2 1581.6 3250.1

-105.5 1.000 5

3 17.5

.08941

.113

.050 55.8 1375.6 3250.1

-136.3 1.000 6

3 22.5

.06249

.101

.050 50.3 2875.4 5778.0

-100.9 1.000 7 7 27.5

.07256

.110

.050 54.4 2560.3 6009.1

-134.7 1.000 8 7 32.5

.06406

.104

.050 51.9 3590.0 7947.0

-121.4 1.000 9

7 37.5

.07283

.110

.050 54.5 3380.0 7947.0

-135.1 1.000 10 7

42.5

.08112

.115

.050 56.4 3203.5 7947.0

-148.1 1.000 11 7

47.5

.08887

.119

.050 57.9 3054.1 7947.0

-160.2 1.000 12 3

52.5

.05646

.097

.050 48.5 7012.9 13520.4

-92.8 1.000 13 3

57.5

.06045

.099

.050 49.7 6821.4 13520.4

-98.2 1.000 14 8

63.8

.06510

.085

.050 41.3 7018.8 13520.4

-92.6 1.000 15 8

71.3

.07018

.088

.050 43.3 6807.7 13520.4

-98.6 1.000 16 8

78.8

.07541

.091

.050 45.0 6606.2 13520.4

-104.7 1.000 17 8 86.3

.08057

.094

.050 46.6 6420.2 13520.4

-110.6 1.000 18 8 95.0

.06326

.084

.050 40.5 9663.2 18402.8

-90.4 1.000 19 8 105.5

.06772

.087

.050 42.4 9402.5 18402.8

-95.7 1.000 20 8 117.0

.07219

.089

.050 44.0 9158.6 18402.8

-100.9 1.000 21 8 129.0.07633

.091

.050 45.3 8945.5 18402.8

-105.7 1.000 22 9 142.5

.06169

.069

.050 27.7 14332.3 24036.3

-67.7 1.000 23 3

156.5

.10786

.120

.050 58.3 5585.7 14436.8

-158.5 1.000 24 3

169.5

.11155

.121

.050 58.7 5501.8 14436.8

-162.4 1.000 25 3

182.5

.11890

.123

.050 59.5 5342.5 14436.8

-170.2 1.000 26 3 195.5

.12580

.126

.050 60.2 5201.7 14436.8

-177.5 1.000 27 3

208.5

.13214

.127

.050 60.8 5078.9 14436.8

-184.2 1.000 28 9 222.5

.12204

.097

.050 48.4 7497.5 16359.7

-118.2 1.000 29 9 237.5

.12725

.099

.050 49.6 7354.5 16359.7

-122.4 1.000 30 9 252.5

.13188

.101

.050 50.5 7232.2 16359.7

-126.2 1.000 31 10 270.0

.09302

.069

.050 27.4 14047.2 24036.3

-71.1 1.000 32 10 290.0

.09637

.070

.050 28.5 13877.6 24036.3

-73.2 1.000 33 10 310.0

.09939

.071

.050 29.4 13730.0 24036.3

-75.1 1.000 34 10 330.0.12597

.083

.050 39.7 10115.4 19469.4

-92.5 1.000 35 10 350.0

.12875

.084

.050 40.6 10022.8 19469.4

-94.3 1.000 36 10 370.0

.13102

.085

.050 41.2 9948.5 19469.4

-95.7 1.000 37 10 390.0

.13280

.086

.050 41.7 9891.0 19469.4

-96.8 1.000 38 10 412.5.12050

.081

.050 38.0 11481.2 21692.7

-88.9 1.000 39 10 437.5.12135

.081

.050 38.3 11448.0 21692.7

-89.5 1.000 40 10 462.5

.10985

.076

.050 34.1 13207.3 24036.3

-82.0 1.000 41 10 487.5

.11001

.076

.050 34.2 13199.9 24036.3

-82.1 1.000 42 11 512.5

.10103

.053

.050 6.5 17165.4 26500.0

-54.4 1.000 43 11 537.5

.10196

.054

.050 7.2 17112.8 26500.0

-54.9 1.000 44 11 562.5.10229

.054

.050 7.5 17093.7 26500.0

-55.0 1.000 45 11 587.5.10202

.054

.050 7.3 17109.0 26500.0

-54.9 1.000 1

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 187 of 196 Date: 11/06/02 EARTHQUAKE

- m78setl.acc SOIL PROFILE -

Idriss interpretation Skip results from iteration 2 through 11.............

ITERATION NUMBER 12 VALUES IN TIME DOMAIN NO TYPE DEPTH UNIFRM.

<---- DAMPING ----

<---- SHEAR MODULUS ----- >

(FT)

STRAIN NEW USED ERROR NEW USED ERROR 1 3 1.5

.00568

.036

.036 2

3 4.5-.02081

.065

.065 3

3 8.0

.04539

.089

.090 4 3 12.5

.09448

.115

.115 5

3 17.5

.17902

.139

.139 6 3 22.5

.08833

.113

.113 7 7 27.5

.14948

.149

.149 8 7 32.5

.10973

.130

.130 9 7 37.5

.14660

.147

.148 10 7

42.5

.20481

.168

.168 11 7

47.5

.32746

.195

.195 12 3

52.5

.07256

.106

.106 13 3

57.5

.08284

.110

.110 14 8

63.8

.08617

.096

.096 15 8

71.3

.10127

.103

.103 16 8 78.8

.11645

.111

.111 17 9 86.3

.13250

.118

.118 18 8 95.0

.08597

.096

.096 19 8 105.5

.09846

.101

.101 20 8 117.0

.11771

.111

.111 21 8 129.0

.13921

.121

.121 22 9

142.5

.07880

.078

.078 23 3 156.5

.42026

.170

.170 24 3 169.5

.46504

.174

.174 25 3 182.5

.49471

.176

.176 26 3 195.5

.50712

.177

.177 27 3 208.5

.50338.177

.177 28 9 222.5

.20699

.126

.126 29 9 237.5

.20299

.125

.125 30 9 252.5

.20897

.126

.126 31 10 270.0

.08525

.066

.066 32 10 290.0

.09635

.070

.070 33 10 310.0

.11388

.078

.078 34 10 330.0

.20056

.107

.107 35 10 350.0

.23420

.115

.115 36 10 370.0

.26858

.122

.122 37 10 390.0

.29942

.128

.128 38 10 412.5

.24117

.117

.117 0

2863.7

-.1 2296.5

-1 1833.1

-.1 1338.4

-.2 972.7

-.1 2460.1

-.4 1734.5

-.1 2730.0

-.2 2321.3

-. 3 1849.6 0

1250.5 0

6308.5

.0 5936.8 0

6231.6 0

5781.1

-.1 5420.1

-.1 5086.4

.0 8490.7

-.1 7972.6

-.1 7339.6

-.1 6749.5 0

13159.9 0

2546.7 0

2401.0 0

2312.0

.0 2276.3

.0 2287.0

-.1 5688.1

-.1 5755.1

-.1 5655.5 0

14465.1 0

13878.9 0

13018.2 0

8137.5 0

7478.0 1

6895.5 1

6433.1

.0 8193.1 2863.3 2295.8 1831.7 1335.6 968.2 2455.8 1725.3 2725.6 2314.5 1839.0 1250.0 6305.2 5932.7 6228.5 5779.0 5417.6 5083.4 8488.4 7962.3 7332.2 6743.2 13156.9 2546.8 2402.1 2313.6 2277.8 2287.9 5683.4 5748.5 5649.8 14467.3 13875.7 13015.1 8136.7 7479.9 6902.0 6444.7 8194.5 0_

.0

.0

.1

.2

.5

.2

.5

.2

.3

.6

.0

.1

.1

.0

.0

.0

.1

.0

.1

.1

.1

.0

.0

.0

-. 1

-. 1

.0

.1

.1

.0

.0

.0

.0

.0

-.1

-. 2

.0 G/Go RATIO

.881

.706

.564

.411

.298

.425

.287

.343

.291

.231

.157

.466

.439

.461

.427

.401

.376

.461

.433

.398

.366

.547

.176

.166

.160

.158

.158

.347

.351

.345

.602

.577

.541

.418

.384

.355

.331

.378

(

(.

C

(

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 188 of 196 Date: 11/06/02 39 10 437.5 40 10 462.5 41 10 487.5 42 11 512.5 43 11 537.5 44 11 562.5 45 11 587.5

.25141

.20088

.20599

.13283

.14331

.15165

.15725

.119

.107

.108

.066

.069

.072

.074

.119

.107

.109

.066

.069

.072

.074

.0 7995.9

.0 10038.0

.0 9906.2

.0 15581.5

.0 15142.0

.0 14814.5

.0 14604.3 7994.9 10034.5 9904.7 15581.2 15141.4 14813.5 14602.9

.0

.369

.0

.417

.0

.412

.0

.588

.0

.571

.0

.559

.0

.551 VALUES IN TIME DOMAIN LAYER TYPE 1

3 2

3 3

3 4

3 5

3 6

3 7

7 8

7 9

7 10 7

11 7

12 3

13 3

14 8

15 8

16 8

17 8

18 8

19 8

20 8

21 8

22 9

23 3

24 3

25 3

26 3

27 3

28 9

29 9

30 9

31 10 32 10 33 10 34 10 35 10 36 10 37 10 THICKNESS T

3.0 3.0 4.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 7.5 7.5 7.5 7.5 10.0 11.0 12.0 12.0 15.0 13.0 13.0 13.0 13.0 13.0 15.0 15.0 15.0 20.0 20.0 20.0 20.0 20.0 20.0 20.0 DEPTH MAX STRAIN MAX STRESS FT PRCNT PSF 1.5 4.5 8.0 12.5 17.5 22.5 27.5 32.5 37.5 42.5 47.5 52.5 57.5 63.8 71.3 78.8 86.3 95.0 105.5 117.0 129.0 142.5 156.5 169.5 182.5 195.5 208.5 222.5 237.5 252.5 270.0 290.0 310.0 330.0 350.0 370.0 390.0

.00835

.03060

.06675

.13894

.26327

.12990

.21983

.16137

.21559

.30120

.48156

.10671

.12182

.12672

.14893

.17126

.19486

.12643

.14479

.17311

.20472

.11588

.61802

.68389

.72751

.74577

.74026

.30440

.29851

.30732

.12537

.14169

.16747

.29495

.34441

.39497

.44033 239.09 702.56 1222.67 1855.64 2548.97 3189.96 3792.69 4398.19 4989.76 5538.99 6019.78 6728.32 7227.19 7892.99 8606.56 9277.94 9905.48 10731.96 11528.51 12692.41 13804.84 15245.91 15739.54 16427.33 16831.56 16987.51 16936.03 17300.39 17159.77 17362.71 18137.94 19660.21 21796.34 23998.72 25761.71 27260.68 28378.13 TIME SEC 12.23 12.23 12.23 12.24 11.00 12.24 11.00 13.24 13.24 13.24 13.24 13.22 13.22 13.22 13.22 13.22 13.22 13.21 12.32 12.32 12.32 12.31 12.33 12.33 12.34 12.34 12.33 12.30 12.29 12.43 13.34 12.51 12.51 12.52 12.52 12.52 12.52

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 189 of 196 Date: 11/06/02 38 10 39 10 40 10 41 10 42 11 43 11 44 11 45 11 25.0 25.0 25.0 25.0 25.0 25.0 25.0 25.0 412.5 437.5 462.5 487.5 512.5 537.5 562.5 587.5

.35466

.36973

.29541

.30292

.19534

.21075

.22301

.23125 29062.49 29559.29 29642.94 30003.52 30435.79 31909.94 33035.52 33769.91 12.51 12.49 12.48 12.62 12.60 12.60 12.59 12.59 PERIOD = 1.73 FROM AVERAGE SHEAR VELOCITY =

1390.

MAXIMUM AMPLIFICATION =

FOR FREQUENCY

=

PERIOD 5.78

.60 C/SEC.

1.68 SEC.

1******

OPTION 9

• • • COMPUTE RESPONSE SPECTRUM RESPONSE SPECTRUM ANALYSIS FOR LAYER NMBER CALCULATED FOR DAMPING

.050 1

TIMES AT WHICH MAX.

SPECTRAL VALUES OCCUR TD - TIME FOR MAX.

RELATIVE DISP.

TV - TIME FOR MAX.

RELATIVE VEL.

TA = TIME FOR MAX.

ABSOLUTE ACC.

DAMPING RATIO

.05 PER -

.01 TIMES FOR MAXIMA--

TD =

PER =

.03 TIMES FOR MAXIMA --

TD -

PER -

.04 TIMES FOR MAXIMA --

TD -

PER =

.05 TIMES FOR MAXIMA --

TD -

PER -

.06 TIMES FOR MAXIMA--

TD -

PER =

.07 TIMES FOR MAXIMA --

TD -

PER u

.08 TIMES FOR MAXIMA --

TD -

PER -

.09 TIMES FOR MAXIMA --

TD -

PER -

.10 TIMES FOR MAXIMA --

TD -

PER =

.11 TIMES FOR MAXIMA --

TD =

PER -

.12 TIMES FOR MAXIMA --

TD =

PER =

.13 TIMES FOR MAXIMA --

TD a PER -

.14 TIMES FOR MAXIMA --

TD -

PER a

.15 TIMES FOR MAXIMA --

TD =

PER -

.16 TIMES FOR MAXIMA --

TD =

PER =

.17 TIMES FOR MAXIMA --

TD -

PER -

.18 TIMES FOR MAXIMA--

TD =

PER =

.19 TIMES FOR MAXIMA --

TD =

PER -

.20 TIMES FOR MAXIMA --

TD -

PER *.21 TIMES FOR MAXIMA --

TD a PER =

.22 TIMES FOR MAXIMA --

TD -

PER =

.23 TIMES FOR MAXIMA --

TD =

PER =

.24 TIMES FOR MAXIMA --

TD =

PER -

.25 TIMES FOR MAXIMA --

TD -

PER -

.26 TIMES FOR MAXIMA --

TD w PER =

.27 TIMES FOR MAXIMA --

TD =

12.2280 12.2275 12.2275 12.2300 12.2300 12.2300 12.2250 12.2300 12.2350 10.9850 10.9950 12.2300 10.9950 12.2100 12.2300 12.2500 14.2500 13.1550 13.1700 10.9750 10.9900 11.0000 11.0100 11.1700 11.1800 11.1900 TV a 11.0700 TV = 11.0700 TV = 11.0700 TV - 11.0700 TV - 11.0700 TV = 11.0700 TV

• 11.0800 TV = 11.0900 TV = 12.1250 TV = 11.4950 TV = 11.0400 TV - 11.0550 TV - 11.6000 TV = 11.0600 TV = 11.0800 TV - 11.1000 TV = 10.8700 TV = 10.8800 TV = 10.8950 TV a 13.6550 TV - 10.9250 TV = 11.0750 TV = 11.0850 TV = 11.1000 TV = 11.1100 TV = 11.6650 TA = 12.2280 TA = 12.2275 TA - 12.2275 TA - 12.2300 TA = 12.2300 TA - 12.2250 TA = 12.2250 TA = 12.2250 TA = 12.2350 TA = 10.9850 TA - 10.9900 TA = 12.2250 TA - 10.9950 TA - 12.2100 TA - 12.2250 TA = 12.2500 TA = 14.2450 TA - 13.1500 TA = 13.1650 TA = 10.9700 TA - 10.9850 TA - 11.0000 TA w 11.0100 TA a 11.1650 TA - 11.1750 TA = 11.1850

(,

(

(

C Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 190 of 196 Date: 11/06/02 PER -

PER =

PER =

PER =

PER =

PER =

PER =

PER =

PER -

PER -

PER =

PER =

PER -

PER -

PER =

PER -

PER a PER =

PER =

PER =

PER -

PER =

PER -

PER =

PER -

PER =

PER -

PER =

PER =

PER -

PER =

PER =

PER -

PER =

PER =

PER -

PER =

PER w PER -

PER =

PER =

PER =

PER a PER =

PER =

PER w PER -

PER =

PER =

PER =

.28

.29

.30

.31

.32

.33

.34

.35

.36

.37

.38

.39

.40

.41

.42

.43

.44

.45

.46

.47

.48

.49

.50

.51

.52

.53

.54

.55

.56

.57

.58

.60

.62

.64

.66

.68

.70

.72

.74

.76

.78

.80

.82

.84

.86

.88

.90

.92

.94

.96 TIMES TIMES TIMES TIMES TIMES TIMES TIMES TIMES TIMES TIMES TIMES TIMES TIMES TIMES TIMES TIMES TIMES TIMES TIMES TIMES TIMES TIMES TIMES TIMES TIMES TIMES TIMES TIMES TIMES TIMES TIMES TIMES TIMES TIMES TIMES TIMES TIMES TIMES TIMES TIMES TIMES TIMES TIMES TIMES TIMES TIMES TIMES TIMES TIMES TIMES FOR MAXIMA --

FOR MAXIMA --

FOR MAXIMA --

FOR MAXIMA --

FOR MAXIMA --

FOR MAXIMA --

FOR MAXIMA --

FOR MAXIMA --

FOR MAXIMA --

FOR MAXIMA --

FOR MAXIMA --

FOR MAXIMA --

FOR MAXIMA --

FOR MAXIMA --

FOR MAXIMA --

FOR MAXIMA --

FOR MAXIMA --

FOR MAXIMA --

FOR MAXIMA --

FOR MAXIMA --

FOR MAXIMA --

FOR MAXIMA --

FOR MAXIMA --

FOR MAXIMA --

FOR MAXIMA --

FOR MAXIMA --

FOR MAXIMA --

FOR MAXIMA --

FOR MAXIMA --

FOR MAXIMA --

FOR MAXIMA --

FOR MAXIMA --

FOR MAXIMA --

FOR MAXIMA --

FOR MAXIMA --

FOR MAXIMA --

FOR MAXIMA FOR MAXIMA FOR MAXIMA FOR MAXIMA FOR MAXIMA FOR MAXIMA FOR MAXIMA FOR MAXIMA FOR MAXIMA FOR MAXIMA FOR MAXIMA FOR MAXIMA FOR MAXIMA FOR MAXIMA T

TD =

TD =

TD =

TD =

TD =

TD =

TD -

TD =

TD e TD =

TD -

TD =

TD X TD =

TD -

TD -

TD =

TD -

TD =

TD TD -

TD =

TD =

TD =

TD a TO =

TO -

TD -

TD =

TD =

TD =

TD =

TD =

TD =

TD TD =

TD a 7D-TD =

TD =

TD =

TD =

TD -

TD =

TD =

TD =

TD a TD a TD =

13.2350 13.2550 12.2650 12.2850 12.3000 12.3150 11.2400 11.2450 11.2450 11.2550 11.2600 11.2700 12.3300 12.3500 12.3650 12.3850 12.4000 11.3200 11.3250 11.3300

11. 8450 11.8600 11.8700 11.8800 11.8850 11.8950 11.9050 11.9150 11.3750 12.2950 12.3150 12.3500 13.3300 13.3600 13.3900 12.4550 12.4750 12.5000 12.5350 5.9100 5.9250 5.9350 5.9450 5.9600 6.4100 6.4300 6.4500 6.4700 6.4900 6.5050 TV TV =

TV =

TV =

TV.

TV TV TV =

TV TV =

TV TV =

TV TV =

TV a TV -

TV TV =

TV TV TV =

TV =

TV TV TV =

TV =

TV =

TV -

TV =

TV =

TV TV =

TV =

TV =

TV -

TV -

TV =

TV TV -

TV =

TV =

TV =

TV =

TV TV TV =

TV =

TV =

TV =

TV =

11.6800 14.9850 13.6900 13.7100 12.3750 11.1500 13.7300 13.7400 13.7550 13.7650 13.6000 13.6050 13.6200 11.1900 12.2700 12.2800 12.9600 11.2050 11.2050 11.9450 11.7250 11.7350 11.7500 11.7550 11.7600 11.7700 11.7750 11.7850 11.7950 11.8050 11.5550 13.4550 13.4800 13.5000 13.5250 12.6250 12.6450 12.6650 6.0850 6.1000 6.1200 6.1350 6.1550 6.1700 6.1850 6.2000 6.2200 6.2350 6.2500 6.2600 TA - 13.2300 TA

• 13.2500 TA a 12.2600 TA = 12.2800 TA = 12.2950 TA = 12.3100 TA = 11.2350 TA 11.2350 TA - 11.2400 TA = 11.2500 TA = 11.2550 TA - 11.2650 TA = 12.3250 TA - 12.3400 TA - 12.3600 TA = 12.3750 TA = 12.3950 TA a 11.3100 TA

= 11.3150 TA -

11.3250 TA = 11.8350 TA a 11.8500 TA = 11.8600 TA - 11.8700 TA = 11.8750 TA = 11.8850 TA e 11.8950 TA - 11.9050 TA = 11.3650 TA

• 11.3750 TA - 12.3050 TA = 12.3400 TA = 13.3250 TA = 13.3500 TA - 13.3800 TA 12.4450 TA = 12.4650 TA = 12.4900 TA - 12.5250 TA -

5.9000 TA -

5.9100 TA -

5.9200 TA -

5.9350 TA -

5.9450 TA =

6.3950 TA

• 6.4150 TA w 6.4350 TA -

6.4550 TA -

6.4750 TA =

6.4900

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 191 of 196 Date: 11/06/02 PER =

.98 TIMES FOR MAXIMA --

TD -

6.5250 TV -

6.2750 TA =

6.5100 PER = 1.00 TIMES FOR MAXIMA --

TD -

6.5450 TV -

6.2900 TA =

6.5300 PER = 1.05 TIMES FOR MAXIMA --

TD

• 6.5950 TV -

6.3250 TA =

6.5800 PER = 1.10 TIMES FOR MAXIMA --

TD =

8.3600 TV =

6.9500 TA =

8.3400 PER = 1.15 TIMES FOR MAXIMA --

TD =

8.4450 TV =

8.1700 TA =

8.4300 PER = 1.20 TIMES FOR MAXIMA --

TD =

9.7700 TV = 10.0550 TA -

9.7500 PER = 1.25 TIMES FOR MAXIMA --

TD = 12.4900 TV -

9.5550 TA

• 12.4700 PER = 1.30 TIMES FOR MAXIMA --

TD - 12.5850 TV = 12.9450 TA = 12.5650 PER = 1.35 TIMES FOR MAXIMA --

TD - 13.4250 TV = 14.5400 TA = 13.4050 PER = 1.40 TIMES FOR MAXIMA --

TD -

14.9850 TV - 14.6800 TA - 14.9600 PER -

1.45 TIMES FOR MAXIMA --

TO - 15.0650 TV -

14.7350 TA a 15.0400 PER = 1.50 TIMES FOR MAXIMA --

TD - 15.1200 TV a 14.7600 TA = 15.1000 PER - 1.55 TIMES FOR MAXIMA --

TO = 15.1750 TV = 14.7800 TA - 15.1500 PER = 1.60 TIMES FOR MAXIMA --

TD - 15.2250 TV = 14.8000 TA = 15.2000 PER - 1.65 TIMES FOR MAXIMA -~

TO = 16.9650 TV a 15.7200 TA a 16.9400 PER = 1.70 TIMES FOR MAXIMA--

TD - 17.0400 TV = 16.6300 TA - 17.0150 PER = 1.75 TIMES FOR MAXIMA --

TD = 17.1150 TV = 16.6800 TA = 17.0850 PER = 1.80 TIMES FOR MAXIMA --

TD = 17.1850 TV - 15.8650 TA = 17.1550 PER = 1.85 TIMES FOR MAXIMA --

TD = 15.5100 TV - 15.0800 TA - 15.4850 PER = 1.90 TIMES FOR MAXIMA --

TD = 15.5550 TV = 14.2850 TA - 15.5250 PER = 1.95 TIMES FOR MAXIMA --

TD - 14.6900 TV -

14.2950 TA = 14.6600 PER = 2.00 TIMES FOR MAXIMA --

TD = 14.7250 TV = 14.3100 TA = 14.6900 PER - 2.05 TIMES FOR MAXIMA --

TD - 13.8800 TV - 14.3250 TA = 13.8450 PER - 2.10 TIMES FOR MAXIMA --

TD e 13.9100 TV - 14.3400 TA = 13.8750 PER = 2.15 TIMES FOR MAXIMA --

TD w 13.9400 TV = 14.3600 TA = 13.9100 PER = 2.20 TIMES FOR MAXIMA --

TD a 13.9700 TV = 14.3750 TA = 13.9350 PER = 2.25 TIMES FOR MAXIMA --

TD = 13.9950 TV = 14.3850 TA -

13.9600 PER = 2.30 TIMES FOR MAXIMA --

TD e 14.0150 TV = 14.3950 TA

• 13.9800 PER = 2.35 TIMES FOR MAXIMA --

TD -

14.0350 TV - 13.6150 TA = 14.0000 PER = 2.40 TIMES FOR MAXIMA --

TD - 14.0600 TV = 13.6200 TA -

14.0200 PER = 2.50 TIMES FOR MAXIMA --

TD a 14.1000 TV -

13.6250 TA = 14.0600 PER = 2.60 TIMES FOR MAXIMA --

TD = 14.1450 TV -

13.6350 TA = 14.1050 PER = 2.70 TIMES FOR MAXIMA --

TD - 14.1750 TV -

13.6400 TA -

14.1350 PER a 2.80 TIMES FOR MAXIMA --

TO - 13.1550 TV - 13.6500 TA - 13.1100 PER = 2.90 TIMES FOR MAXIMA --

TO - 13.1650 TV -

13.6550 TA - 13.1250 PER a 3.00 TIMES FOR MAXIMA --

TD = 13.1750 TV = 13.6600 TA - 13.1300 PER = 3.10 TIMES FOR MAXIMA --

TO = 13.1900 TV = 13.6650 TA = 13.1400 PER = 3.20 TIMES FOR MAXIMA --

TO - 13.2000 TV a 13.6750 TA - 13.1500 PER = 3.30 TIMES FOR MAXIMA --

TO -

13.2100 TV = 13.6850 TA = 13.1650 PER - 3.40 TIMES FOR MAXIMA --

TD = 13.2250 TV -

13.8050 TA = 13.1750 PER a 3.50 TIMES FOR MAXIMA --

TD = 13.2400 TV -

12.8250 TA -

13.1850 PER = 3.60 TIMES FOR MAXIMA --

TD = 13.2550 TV -

12.8300 TA = 13.1950 PER = 3.70 TIMES FOR MAXIMA --

TD -

13.2650 TV w 12.8350 TA = 13.2100 PER = 3.80 TIMES FOR MAXIMA --

TD = 13.2850 TV -

12.8400 TA = 13.2200 PER - 3.90 TIMES FOR MAXIMA --

TD = 13.3000 TV = 12.8450 TA = 13.2300 PER = 4.00 TIMES FOR MAXIMA --

TD - 13.3150 TV a 12.8450 TA = 13.2400 PER - 4.10 TIMES FOR MAXIMA --

TO = 15.6700 TV = 12.8500 TA - 15.6050 PER = 4.20 TIMES FOR MAXIMA --

TD = 15.7150 TV = 12.8550 TA = 15.6500 PER = 4.30 TIMES FOR MAXIMA --

TD = 15.7550 TV -

12.8550 TA a 15.6850 PER = 4.40 TIMES FOR MAXIMA --

TD = 15.7900 TV = 12.8600 TA = 15.7150 K

(

(

(

PER a 4.50 PER = 4.60 PER -

4.70 PER = 4.80 PER = 4.90 PER = 5.00 PER = 5.10 PER = 5.20 PER - 5.40 PER = 5.60 PER = 5.80 PER a 6.00 PER = 6.20 PER - 6.40 PER = 6.60 PER a 6.80 PER - 7.00 PER - 7.20 PER -

7.40 PER = 7.60 PER - 7.80 PER = 8.00 PER = 8.50 PER = 9.00 PER - 9.50 PER.10.00 TIMES FOR MAXIMA -

TIMES FOR MAXIMA TIMES FOR MAXIMA -

TIMES FOR MAXIMA -

TIMES FOR MAXIMA TIMES FOR MAXIMA -

TIMES FOR MAXIMA -

TIMES FOR MAXIMA TIMES FOR MAXIMA TIMES FOR MAXIMA TIMES FOR MAXIMA TIMES FOR MAXIMA TIMES FOR MAXIMA TIMES FOR MAXIMA -

TIMES FOR MAXIMA TIMES FOR MAXIMA TIMES FOR MAXIMA -

TIMES FOR MAXIMA -

TIMES FOR MAXIMA TIMES FOR MAXIMA TIMES FOR MAXIMA -

TIMES FOR MAXIMA -

TIMES FOR MAXIMA TIMES FOR MAXIMA -

TIMES FOR MAXIMA TIMES FOR MAXIMA -

TD TD TD TO TD TD TD TO TD TD TD TO TD TD TD TD TO TD TD TD TO TD TD TD TD TD

• 32.2600

= 30.1800

= 30.3500

= 30.5150

= 21.7700

= 21.8500

= 21.9600 a 22.0500

= 22.1800 a 19.8450

= 19.9200

- 20.0200

= 20.1150

- 20.1600

= 30.7800

- 30.9950

= 31.2150

- 28.2800

= 28.4300

- 28.5750

= 28.7350

= 28.8950

- 25.8850

= 26.0350

• 26.1600

- 17.9700 TV = 12.8600 TV = 12.8650 TV = 12.8650 TV a 12.8650 TV - 12.8650 TV a 12.8650 TV - 12.8650 TV = 12.8650 TV = 12.8700 TV = 12.8700 TV = 12.8650 TV - 12.8650 TV = 12.8650 TV -

12.8650 TV a 12.8650 TV -

12.8650 TV -

12.8650 TV = 12.8650 TV -

12.8650 TV - 12.8650 TV = 12.8650 TV -

12.8650 TV = 12.8650 TV = 12.8650 TV = 12.8650 TV = 12.8650 TA =

TA =

TA =

TA TA =

TA =

TA =

TA -

TA -

TA =

TA -

TA -

TA =

TA -

TA =

TA -

TA =

TA a TA -

TA =

TA =

TA a TA TA =

TA =

TA =

1.1850

).1100 0.2750 1.4400 L.6950

!.7550 L.8900 1.9650

!.1100 9.7450 9.8300

.. 9000

!.0500

!.0900 3.6750 1.8850 L.1050 3.1650

!.3150 3.4550 3.6000 3.7600 5.7350 5.9000 5.9950 7.7350

.05 PSU.ABS.ACC.

1.30350 1.30984 1.31557 1.32276 1.33201 1.34283 1.35613 1.40580 1.45637 1.42078 1.48182 1.41174 1.53876 1.71192 1.92218 1.91907 1.84436 1.95887 2.20867 2.36012 Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 192 of 196 Date: 11/06/02 FREQ.

100.0000 33.3333 25.0000 20.0000 16.6667 14.2857 12.5000 11.1111 10.0000 9.0909 8.3333 7.6923 7.1429 6.6667 6.2500 5.8824 5.5556 5.2632 5.0000 4.7619 SPECTRAL VALUES --

tAcceleration of gravity used.

Time history matched to ape driss NO.

PERIOD REL. DISP.

1

.0100

.00324 2

.0300

.02929 3

.0400

.05230 4

.0500

.08217 5

.0600

.11916 6

.0700

.16350 7

.0800

.21567 8

.0900

.28296 9

.1000

.36189 10

.1100

.42719 11

.1200

.53023 12

.1300

.59286 13

.1400

.74944 14

.1500

.95714 15

.1600 1.22277 16

.1700 1.37815 17

.1800 1.48491 18

.1900 1.75720 19

.2000 2.19533 20

.2100 2.58632 981.001 interpretation DAMPING RATIO.

REL. VEL.

PSU.REL.VEL.

ABS. ACC.

.04659 2.03517 1.30348

.42323 6.13519 1.30994

.75929 8.21602 1.31575 1.19333 10.32620 1.32241 1.75055 12.47812 1.33154 2.44990 14.67598 1.34322 3.39500 16.93872 1.35718 3.85041 19.75402 1.40738 5.31972 22.73844 1.45864 7.11518 24.40102 1.42069 9.42262 27.76295 1.48118 12.14857 28.65415 1.41284 15.71104 33.63474 1.53836 22.71461 40.09249 1.71239 28.92574 48.01797 1.92701 29.86922 50.93645 1.92126 34.88205 51.83300 1.84782 41.31991 58.10957 1.96498 48.57540 68.96835 2.21413 57.10815 77.38247 2.36919

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 193 of 196 Date: 11/06/02 21

.2200 3.11335 60.67159 88.91719 2.59523 2.58865 4.5455 22

.2300 3.38051 67.27795 92.34930 2.58089 2.57168 4.3478 23

.2400 3.75947 78.92089 98.42281 2.63454 2.62661 4.1667 24

.2500 4.25960 88.93032 107.05540 2.75187 2.74271 4.0000 25

.2600 4.69605 92.48391 113.48510 2.80478 2.79561 3.8462 26

.2700 5.09995 98.88936 118.68130 2.82722 2.81533 3.7037 27

.2800 5.92268 105.48130 132.90460 3.04974 3.04013 3.5714 28

.2900 7.08256 129.52820 153.45190 3.39989 3.38911 3.4483 29

.3000 8.04715 143.60400 168.53910 3.61016 3.59824 3.3333 30

.3100 9.02608 151.56310 18.2.94360 3.79420 3.77978 3.2258 31

.3200 9.27798 139.86720 182.17280 3.66088 3.64623 3.1250 32

.3300 8.76538 134.08110 166.89240 3.25218 3.23917 3.0303 33

.3400 8.61399 138.88570 159.18620 3.01081 2.99873 2.9412 34

.3500 8.93408 151.73010 160.38430 2.94704 2.93498 2.8571 35

.3600 9.61659 156.73820 167.84110 2.99995 2.98612 2.7778 36

.3700 10.58843 157.51910 179.80830 3.12482 3.11257 2.7027 37

.3800 11.30116 165.45840 186.86130 3.16454 3.14954 2.6316 38

.3900 11.93637 179.61290 192.30360 3.17142 3.15816 2.5641 39

.4000 12.90272 182.98040 202.67540 3.25995 3.24528 2.5000 40

.4100 14.01802 180.83850 214.82390 3.37015 3.35591 2.4390 41

.4200 14.18628 175.78710 212.22620 3.24964 3.23639 2.3810 42

.4300 13.72272 167.49180 200.51720 2.99790 2.98672 2.3256 43

.4400 13.10733 161.50390 187.17220 2.73397 2.72458 2.2727 44

.4500 12.82593 158.99890 179.08380 2.55988 2.54891 2.2222 45

.4600 13.40888 162.67210 183.15320 2.55983 2.55016 2.1739 46

.4700 13.97853 167.39250 186.87180 2.55681 2.54658 2.1277 47

.4800 14.50521 175.20890 189.87270 2.54520 2.53357 2.0833 48

.4900 14.92303 178.01870 191.35550 2.51442 2.50124 2.0408 49

.5000 14.94276 175.73670 187.77630 2.41679 2.40537 2.0000 50

.5100 14.96067 173.59370 184.31500 2.32670 2.31474 1.9608 51

.5200 15.40997 176.91300 186.19940 2.30397 2.29343 1.9231 52

.5300 16.23315 185.54520 192.44510 2.33738 2.32564 1.8868 53

.5400 17.15452 195.76640 199.60190 2.37949 2.36746 1.8519 54

.5500 18.12130 206.74220 207.01730 2.42261 2.41076 1.8182 55

.5600 19.63611 219.32080 220.31660 2.53044 2.51982 1.7857 56

.5700 21.39442 231.43700 235.83360 2.66075 2.64997 1.7544 57

.5800 24.55191 240.40780 265.97270 2.94888 2.93711 1.7241 58

.6000 28.24199 286.58040 295.74940 3.16993 3.15707 1.6667 59

.6200 31.55596 317.74660 319.79340 3.31802 3.30361 1.6129 60

.6400 34.61403 329.56680 339.82250 3.41711 3.40082 1.5625 61

.6600 36.01749 312.34340 342.88570 3.34489 3.32749 1.5152 62

.6800 35.24006 290.59330 325.61740 3.07928 3.06697 1.4706 63

.7000 35.97029 288.04930 322.86860 2.96662 2.95419 1.4286 64

.7200 38.19618 293.81020 333.32460 2.97841 2.96514 1.3889 65

.7400 37.51666 289.23540 318.54610 2.76996 2.75709 1.3514 66

.7600 38.20645 297.65770 315.86610 2.67433 2.66195 1.3158 67

.7800 39.77415 304.03510 320.39530 2.64371 2.63089 1.2821 68

.8000 41.17450 309.11010 323.38380 2.60118 2.58904 1.2500 69

.8200 42.46626 313.46290 325.39440 2.55408 2.54160 1.2195 70

.8400 43.68412 317.26520 326.75650 2.50422 2.49147 1.1905

(~~~~~~~~

3/4\\A.

(

(7

(

Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 194 of 196 Date: 11/06/02 71

.8600 44.91529 320.47110 328.15240 2.45519 2.44393 1.1628 72

.8800 46.38626 323.11460 331.19710 2.42146 2.41054 1.1364 73

.9000 47.80081 325.42150 333.71260 2.38554 2.37488 1.1111 74

.9200 49.19193 327.54440 335.95870 2.34943 2.33889 1.0870 75

.9400 50.59373 329.70350 338.18060 2.31478 2.30426 1.0638 76

.9600 52.02686 332.02960 340.51500 2.28239 2.27183 1.0417 77

.9800 53.49854 334.52480 343.00130 2.25226 2.24172 1.0204 78 1.0000 54.97274 336.91190 345.40390 2.22266 2.21227 1.0000 79 1.0500 58.38807 340.72460 349.39340 2.14107 2.13126

.9524 80 1.1000 62.11906 347.84250 354.82330 2.07610 2.06600

.9091 81 1.1500 69.06382 380.37430 377.33980 2.11171 2.10158

.8696 82 1.2000 77.39297 414.09780 405.22870 2.17360 2.16287

.8333 83 1.2500 82.25122 403.02980 413.43970 2.12681 2.11842

.8000 84 1.3000 97.79282 402.36610 472.65420 2.34017 2.32869

.7692 85 1.3500 111.34890 459.59480 518.24150 2.47276 2.45872

.7407 86 1.4000 125.53840 528.09360 563.41490 2.58861 2.57757

.7143 87 1.4500 133.40600 577.95590 578.07920 2.56380 2.55347

.6897 88 1.5000 142.05640 610.86680 595.04440 2.55269 2.54079

.6667 89 1.5500 151.90200 638.34880 615.76030 2.55797 2.54443

.6452 90 1.6000 159.38910 646.71600 625.91940 2.51883 2.50559

.6250 91 1.6500 168.11860 634.75100 640.19420 2.49727 2.48507

.6061 92 1.7000 172.27960 644.20360 636.74380 2.41180 2.39898

.5882 93 1.7500 171.37720 633.29210 615.31130 2.26462 2.25200

.5714 94 1.8000 166.79820 610.51050 582.23550 2.08335 2.07175

.5556 95 1.8500 168.04660 590.96090 570.73940 1.98744 1.97595

.5405 96 1.9000 168.63110 610.34220 557.65300 1.89195 1.87984

.5263 97 1.9500 170.08080 627.62320 548.02520 1.81266 1.80002

.5128 98 2.0000 168.35460 633.75150 528.90170 1.70648 1.69378

.5000 99 2.0500 165.93540 627.13460 508.58680 1.59814 1.58899

.4878 100 2.1000 167.58340 609.59190 501.40840 1.53801 1.52927

.4762 101 2.1500 167.68280 584.81340 490.03830 1.46808 1.45983

.4651 102 2.2000 166.86510 556.22140 476.56560 1.39556 1.38743

.4545 103 2.2500 165.60350 526.21000 462.45210 1.32472 1.31642

.4444 104 2.3000 164.19690 495.94790 448.55630 1.25752 1.24911

.4348 105 2.3500 162.75310 466.36220 435.15230 1.19436 1.18600

.4255 106 2.4000 161.25040 465.75020 422.15260 1.13462 1.12660

.4167 107 2.5000 157.72590 461.77450 396.40830 1.02245 1.01558

.4000 108 2.6000 153.14970 453.61750 370.10310

.91820

.91172

.3846 109 2.7000 147.48190 442.06940 343.20600

.82114

.81415

.3704 110 2.8000 148.41260 429.19750 333.03710

.76940

.76181

.3571 111 2.9000 151.59370 416.46350 328.44530

.73311

.72540

.3448 112 3.0000 155.37330 404.14160 325.41320

.70257

.69474

.3333 113 3.1000 159.68120 391.62080 323.64720

.67663

.66868

.3226 114 3.2000 164.17640 377.96790 322.35960

.65326

.64521

.3125 115 3.3000 168.37420 362.36080 320.58370

.63039

.62221

.3030 116 3.4000 171.80870 347.86700 317.50170

.60640

.59811

.2941 117 3.5000 174.03610 342.34620 312.42900

.58011

.57173

.2857 118 3.6000 174.75380 351.99860 305.00300

.55102

.54264

.2778 119 3.7000 173.78030 359.94670 295.10650

.51911

.51084

.2703 120 3.8000 171.06990 365.72630 282.85890

.48479

.47676

.2632

121 122 123 124 125 126.

127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 3.9000 4.0000 4.1000 4.2000 4.3000 4.4000 4.5000 4.6000 4.7000 4.9000 4.9000 5.0000 5.1000 5.2000 5.4000 5.6000 5.8000 6.0000 6.2000 6.4000 6.6000 6.8000 7.0000 7.2000 7.4000 7.6000 7.8000 8.0000 8.5000 9.0000 9.5000 10.0000 166.72280 160.92660 156.48810 154.60190 150.39620 144.37750 147.44120 149.71550 145.41010 135.36530 139.96570 143.66060 145.62800 146.19050 143.60700 139.81530 140.39800 140.55660 140.94020 140.68240 148.96680 157.10400 159.66520 158.98670 163.89800 164.65210 161.83370 156.26420 140.46410 133.68110 119.54790 104.95790 369.07580 369.94000 368.40200 364.64610 359.04010 351.94680 343.75310 334.82060 325.55170 316.20020 307.01640 298.20010 289.89900 282.20670 268.83910 258.15750 249.92410 243.74250 239.17730 235.82830 233.35530 231.48850 230.02440 228.81640 227.76460 226.79870 225.88080 224.98460 222.77620 220.61510 218.55140 216.63920 2.5 SEC. 268.60260 252.78290 239.81560 231.28380 219.75980 206.17070 205.86680 204.49800 194.39120 177.19280 179.47560 180.52930 179.41330 176.64270 167.09440 156.87240 152.09430 147.19050 142.83120 138.11470 141.81600 145.16380 143.31510 138.74210 139.16240 136.12370 130.36300 122.72960 103.83080 93.32703 79.06756 65.94698 5.317 986.626 3.794 646.716

.44875

.41182

.37786

.35612

.33081

.30329

.29450

.28620

.26634

.23774

.23666

.23311

.22648

.21886

.19989

.18079

.16922

.15820

.14836

.13950

.13844

.13754

.13189

.12424

.12129

.11554

.10776

.09888

.07917

.06732

.05409

.04397

.44112

.40476

.37463

.35270

.32733

.30011

.29301

.28474

.26490

.23644

.23460

.23125

.22532

.21757

.19819

.17942

.16796

.15712

.14755

.13822

.13762

.13673

.13113

.12342

.12045

.11472

.10705

.09826

.07824

.06642

.05331

.04224 Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 195 of 196 Date: 11/06/02

.2564

.2500

.2439

.2381

.2326

.2273

.2222

.2174

.2128

.2083

.2041

.2000

.1961

.1923

.1852

.1786

.1724

.1667

.1613

.1563

.1515

.1471

.1429

.1389

.1351

.1316

.1282

.1250

.1176

.1111

.1053

.1000 VALUES IN PERIOD RANGE.1 TO AREA OF ACC.

RESPONSE SPECTRUM

=

AREA OF VEL.

RESPONSE SPECTRUM MAX.

ACCELERATION RESPONSE VALUE =

MAX.

VELOCITY RESPONSE VALUE =

1******

OPTION 6

COMPUTE MOTION IN NEW SUBLAYERS EARTHQUAKE -m78setl.acc SOIL DEPOSIT -

Idriss interpretation LAYER OUTCR.

WITHIN WITHIN WITHIN WITHIN WITHIN DEPTH FT

.0 3.0 6.0 10.0 15.0 20.0 MAX.

ACC.

G 1.30238 1.30042 1.29307 1.27178 1.21633 1.11340 TIME SEC 12.23 12.23 12.23 12.22 12.22 12.22 MEAN SQ.

FR.

C/SEC 1.57 1.57 1.56 1.53 1.45 1.33 ACC.

RATIO QUIET ZONE

.032

.032

.032

.032

.034

.037 TH SAVED ACC.

RECORD 820 0

0 0

0 0

(

(

(I Calc Number: GEO.HBIP.02.06 Rev Number: 0 Sheet Number: 196 of 196 Date: 11/06/02 WITHIN 25.0 1.06406 12.22 1.28

.038 0

WITHIN 30.0 1.03401 13.20 1.21

.039 0

WITHIN 35.0 1.01464 13.20 1.17

.040 0

WITHIN 40.0

.98905 13.19 1.13

.041 0

WITHIN 45.0

.95400 13.19 1.09

.042 0

WITHIN 50.0

.97016 12.32 1.09

.041 0

WITHIN 55.0

.97524 12.32 1.09

.041 0

WITHIN 60.0

.97691 12.32 1.09

.041 0

WITHIN 67.5

.97278 12.32 1.08

.041 0

WITHIN 75.0

.96068 12.31 1.07

.041 0

WITHIN 82.5

.93971 12.31 1.06

.042 0

WITHIN 90.0

.90967 12.31 1.05

.043 0

WITHIN 100.0

.87952 12.31 1.05

.044 0

WITHIN 111.0

.83811 12.31 1.05

.046 0

WITHIN 123.0

.78376 12.30 1.07

.049 0

WITHIN 135.0

.72617 12.29 1.10

.052 0

WITHIN 150.0

.68979 12.28 1.11

.054 0

WITHIN 163.0

.81477 13.39 1.36

.044 0

WITHIN 176.0

.95303 13.38 1.76

.036 0

WITHIN 189.0 1.05166 13.36 2.04

.031 0

WITHIN 202.0 1.08762 13.35 2.18

.028 0

WITHIN 215.0 1.08162 10.74 2.26

.026 0

WITHIN 230.0 1.07762 10.73 2.21

.025 0

WITHIN 245.0 1.01561 10.72 2.13

.026 0

WITHIN 260.0

.94807 10.71 2.10

.027 0

WITHIN 280.0

.89577 10.70 2.05

.028 0

WITHIN 300.0

.83075 10.72 1.96

.029 0

WITHIN 320.0

.77896 11.02 1.94

.030 0

WITHIN 340.0

.88032 11.00 2.19

.025 0

WITHIN 360.0

.95581 10.99 2.57

.022 0

WITHIN 380.0 1.01875 10.63 2.85

.019 0

WITHIN 400.0 1.13496 10.61 3.04

.016 0

WITHIN 425.0 1.20688 10.59 3.08

.014 0

WITHIN 450.0 1.29138 10.57 3.18

.012 0

WITHIN 475.0 1.26698 10.56 3.26

.011 0

WITHIN 500.0 1.22885 10.55 3.45

.010 0

WITHIN 525.0 1.15961 10.53 3.41

.010 0

WITHIN 550.0 1.12298 10.52 3.48

.010 0

WITHIN 575.0 1.14992 10.51 3.72

.009 0

WITHIN 600.0 1.22566 10.49 4.01

.008 0