ML23244A230

Seismic Hazard Report

ML23244A230
Person / Time
Site:	Robinson
Issue date:	10/25/2023
From:	Luke Haeg NRC/NRR/DORL/LPL2-2
To:
References
Download: ML23244A230 (1)

Text

Robinson Seismic Hazard Report Overview This report provides the U.S. Nuclear Regulatory Commission (NRC) staffs updated seismic hazard curves and response spectra for the H.B. Robinson Steam Electric Plant (Robinson) site that are based on the implementation of (1) a new seismic ground motion model for the central and eastern United States (CEUS) and (2) recent advances in site response analysis. The NRC staffs updated hazard curves and site amplification factors are included in an appendix to this report.

Background

In response to the March 11, 2011, Great East Japan Earthquake and tsunami, which triggered an accident at the Fukushima Dai-ichi nuclear power plant, the NRC established the Near-Term Task Force (NTTF) to conduct a systematic and methodical review of NRC processes and regulations and determine whether the agency should make additional improvements to its regulatory system. In SECY-11-0093, Near-Term Report and Recommendations for Agency Actions Following the Events in Japan, dated July 12, 2011 (NRC, 2011), the NRC staff recommended a set of actions to clarify and strengthen the regulatory framework for protection against natural hazards. In particular, NTTF Recommendation 2.1 (NTTF R2.1) instructed the NRC staff to issue requests for information to all power reactor licensees pursuant to Title 10 of the Code of Federal Regulations 50.54(f) (50.54(f) letter). Enclosure 1 to the 50.54(f) letter requested that addressees reevaluate the seismic hazards at their sites, using present day NRC requirements and guidance to perform a probabilistic seismic hazard analysis (PSHA) and develop a site-specific ground motion response spectrum (GMRS). To comply with the 50.54(f) request, the Nuclear Energy Institute submitted Electric Power Research Institute (EPRI)

Report 1025287, Seismic Evaluation Guidance: Screening, Prioritization, and Implementation Details (SPID) for the Resolution of Fukushima NTTF Recommendation 2.1 Seismic, dated November 27, 2012 (EPRI, 2012). Recipients of the 50.54(f) letter committed to following the SPID to develop seismic hazard and screening reports (SHSRs). By December 2017, the NRC staff had finished assessing the SHSRs for all operating U.S. nuclear power plants.

Under the process for the ongoing assessment of natural hazards information (POANHI),

described in SECY-16-0144, Proposed Resolution of Remaining Tier 2 and 3 Recommendations Resulting from the Fukushima Dai-ichi Accident, dated December 26, 2016 (NRC, 2016), the NRC staff continuously seeks out and integrates new natural hazards information for operating plants in the United States. The Office of Nuclear Reactor Regulations Office Instruction LIC-208, Process for the Ongoing Assessment of Natural Hazards Information, issued November 2019 (NRC, 2019), provides guidance to the staff on how to collect, integrate, and evaluate new information for consideration in its regulatory decision-making. This report presents the NRC staffs latest understanding of seismic hazards at the Robinson site following the POANHI framework.

The Robinson site is located in South Carolina adjacent to Lake Robinson within the Coastal Plain physiographic province and is founded on about 122 meters of sedimentary strata over metamorphic rock of Paleozoic age.

Motivation After evaluating the SHSR submittals, the NRC staff captured in NUREG/KM-0017, Seismic Hazards Evaluations for U.S. Nuclear Power Plants: Near-Term Task Force Recommendation 2.1 Results, issued December 2021 (Munson et al., 2021), the information used to develop the GMRS at each of the U.S. nuclear power plants. This includes a compilation and synthesis of (1) information provided by licensees in their SHSRs, (2) information collected by the NRC staff during its reviews of the SHSRs, and (3) information subsequently collected by the NRC staff from the scientific and engineering literature pertaining to several of the nuclear power plant sites. In addition, NUREG/KM-0017 includes updated approaches and relationships, relative to those recommended by the SPID, that the NRC staff used to perform its analyses.

After the development of NUREG/KM-0017, a new Senior Seismic Hazard Analysis Committee (SSHAC) Level 3 ground motion model (GMM) for Eastern North America called NGA-East was published by Goulet et al. (2018). In addition, the NRC staff also participated in a SSHAC Level 2 study, documented in Research Information Letter (RIL) 2021-15, Documentation Report for SSHAC Level 2: Site Response, issued November 2021 (Rodriguez-Marek et al., 2021). This SSHAC Level 2 study implemented the SSHAC approach to performing site response analyses (SRAs). The SSHAC process, described most recently in NUREG-2213, Updated Implementation Guidelines for SSHAC Hazard Studies, issued October 2018 (Ake et al., 2018),

provides a structured and logical framework for the systematic evaluation of alternative data, models, and methods. This seismic hazard report for the Robinson site incorporates the NGA-East GMM in place of the EPRI (2013) GMM and lessons learned from the SSHAC Level 2 SRA study (RIL 2021-15) into a PSHA to develop updated seismic hazard curves and a GMRS for the site.

Methods Reference Rock Hazard For the reference rock PSHA, the NRC staff used the distributed seismicity zones (DSZs) from the SSHAC Level 3 Central and Eastern United States Seismic Source Characterization for Nuclear Facilities (CEUS-SSC) model in NUREG-2115, Central and Eastern United States Seismic Source Characterization for Nuclear Facilities, issued January 2012 (NRC, 2012).

Specifically, the NRC staff selected the DSZs that are located within 500 kilometers of the site.

For this reevaluation, the NRC staff used the SSHAC Level 2 update to the CEUS-SSC seismicity catalog and recurrence parameters (Gatlin, 2015), which primarily impact the DSZs that encompass Monticello Reservoir and Lake Keowee in South Carolina as well as the 1886 Charleston earthquake sequence. In addition to the nearby Charleston CEUS-SSC repeated large-magnitude earthquake (RLME) source, the NRC staff selected additional RLME sources that are within 1,000 kilometers of the site. To develop the reference rock seismic hazard curves for the site, the NRC staff used the NGA-East GMM (2018) to compute the median and logarithmic standard deviation of the spectral accelerations. Because the NGA-East GMM implements the rupture distance parameter, the NRC staff developed virtual rupture planes for each of the distributed source zones surrounding the site. For each virtual rupture, the NRC staff used the CEUS-SSC hazard input document (NRC, 2012) to specify the size of the rupture plane and the orientation of the rupture plane in terms of the strike and dip angles, dip direction, and rupture type (e.g., reverse and strike slip). In contrast, to develop the hazard curves for NUREG/KM-0017, the NRC staff used point source approximations for the CEUS-SSC and EPRI GMM (EPRI, 2013) combination.

Figure 1 shows the distribution of the virtual ruptures for one of the four alternative CEUS-SSC seismotectonic DSZ configurations along with the resulting 10-Hertz (Hz) mean hazard curves developed using the NGA-East GMM. In particular, Figure 1 shows the distribution of the surface projection of the updip segments of the virtual rupture planes for each of the five seismotectonic DSZs within 500 kilometers of the site. As expected, the Extended Continental CrustAtlantic Margin (ECC-AM) source zone, which surrounds the site, is the largest contributor to the 10 Hz reference rock mean hazard curves at the 10-4 annual frequency of exceedance (AFE) level. Similarly, Figure 2 shows the distribution of the virtual ruptures for one of the three alternative CEUS-SSC maximum-magnitude DSZ configurations along with the resulting 10 Hz mean hazard curves developed using the NGA-East GMM. The Mesozoic-and-Younger ExtensionNarrow Configuration (MESE-N) source zone, which surrounds the site, is the largest contributor to the 10 Hz reference rock mean hazard curves at the 10-4 AFE level.

Figure 3 shows the RLME sources within 1,000 kilometers of the site, and their contribution to the 1 Hz reference rock mean hazard, from using the NGA-East GMM. The Charleston RLME source, which is closest to the site, is the largest contributor to the 1 Hz reference rock mean hazard curves at the 10-4 AFE level. Figure 4 shows the contribution from all of the DSZs relative to the RLMEs, as well as the total mean hazard for the 1 and 10 Hz mean reference rock hazard curves, from using the NGA-East GMM. For both the 1 and 10 Hz mean reference rock hazard curves, the RLME sources provide the largest contribution at the 10-4 AFE level.

Finally, Figure 5 shows the mean 1,000-, 10,000-, and 100,000-year return period mean reference rock uniform hazard response spectra (UHRS) for the Robinson site from using the EPRI GMM (blue) and the NGA-East GMM (red). For this reevaluation, the NRC staff used the NGA-East single-station standard deviation and for the comparison shown in Figure 5, the NRC staff used the EPRI GMM ergodic standard deviation. As shown in Figure 5, the spectral accelerations from using the NGA-East GMM are moderately higher than those from using the EPRI GMM, up to the spectral frequency of about 25 Hz.

Site Response Analysis SRAs, which are used to develop site adjustment (or amplification) factors, depend on several factors, including the site strata (material type, stiffness, and thickness) and their response to dynamic loading. Because this information is site specific, the ability to accurately model the site response depends on the quantity and quality of site-specific geologic and geotechnical data available, and on the interpretation and use of these data to develop input models for assessing amplification (or deamplification) of ground motions. The resulting are assessed for a wide range of input ground motions as part of understanding the changes in the soil and rock response as input ground motions increase.

The NRC staff followed the site response approach described in RIL 2021-15, which uses a logic tree for systematically identifying and propagating epistemic uncertainties in the SRA. As described in RIL 2021-15, to produce a truly probabilistic estimate of the seismic hazard at the control point elevation, it is necessary to estimate both the epistemic uncertainties and the aleatory variability of the soil and or rock dynamic response, and to propagate these through the SRA and the calculation of the site hazard curves.

Site Exploration. As described in the NTTF R2.1 SHSR submitted by Duke Energy (Glover, 2015) and summarized in section 2.3.11 of NUREG/KM-0017, the field investigations for Robinson consist of recent borehole geophysical measurements (suspension compressional (P)-shear (S) velocity logging) from a single deep borehole that extended through the soil to the hard metamorphic rock beneath the plant and two surface wave (spectral analysis of surface waves) profiles to the north and south of the major plant structures.

Basecase Profiles. The Robinson site consists of sedimentary strata (sand, clay, gravel) overlying a thin layer of weathered rock (claystone) grading into hard metamorphic rock. Duke Energy stated in its revised NTTF R2.1 SHSR (Glover, 2015) that the soils beneath the plant alternate between sand and clay layers that are generally hard or dense. Duke Energy selected the top of ground surface as the control point for its seismic hazard analysis. Based on the geophysical investigations, Duke Energy for its SHSR developed a best-estimate basecase shear wave velocity () profile that extends to a depth of about 125 meters (m) below the control point elevation. The majority of the profile consists of sedimentary strata from the Cretaceous age Middendorf Formation, for which Duke Energy measured a of about 274 meters/second (m/s) for the upper soil layers to 762 m/s for the deeper soil layers. The boring performed by Duke Energy encountered weathered rock (claystone), which has an estimated of about 1,433 m/s, at a depth of 115 meters and sound rock (tuffaceous phyllite), which has an estimated of about 2,287 m/s, at a depth of 121 m.

As multiple geophysical field investigations have characterized the strata beneath the Robinson site, the NRC staff used Duke Energys layer thicknesses and for its best-estimate basecase profile.

To capture the uncertainty in its basecase profile, the NRC staff developed lower and upper profiles by multiplying its best-estimate basecase profile by scale factors of 0.78 and 1.27, respectively, which corresponds to an epistemic logarithmic standard deviation of 0.20. The weights for the lower, best-estimate, and upper basecase profiles are 0.3, 0.4, and 0.3, respectively. Figure 6 shows the best-estimate, lower, and upper basecase profiles used by the NRC staff. The lower epistemic value used by the NRC staff to determine the lower and upper basecase profiles is due to the results of the recent geophysical and geotechnical profiling for the Robinson site.

Site Kappa. To estimate the site kappa (), which captures the overall attenuation (i.e., intrinsic and scattering attenuation) of the geologic profile, the NRC staff used five empirical relationships: the four - models from Campbell (2009), where is the effective quality factor of shear waves, which captures both the frequency-independent component of intrinsic attenuation and small-scale scattering; and the -.- correlation model of Xu et al. (2020),

where is the average shear-wave velocity over the top 30 meters of a profile, and. is the depth to the 2.5 kilometers per second horizon. For each of the four - models, the NRC staff estimated a for each layer in the three basecase profiles, then used the estimated

,, and layer thickness to determine a for each layer. Summing these values for each layer and adding the reference value of 6 milliseconds (msec) provides an estimate of the total

. The NRC staff used a weight of 0.125 for each of the four - models and a weight of 0.5 for the -.- correlation model. Assuming a lognormal distribution for with a logarithmic standard deviation of 0.2 from Xu et al. (2020), the NRC staff developed a nine-point discrete distribution. This results in 45 values and associated weights for each of the three basecase profiles, which the NRC staff then resampled using the approach from Miller and Rice (1983) to reduce the distribution to five representative values and associated weights. These five values and weights, which are listed in Table 1, range from 10 msec to 51 msec for the three basecase profiles.

Nonlinear Dynamic Properties. For the equivalent linear (EQL) SRA, nonlinearity is incorporated using strain-compatible site properties (i.e., shear modulus and damping ratio) for each layer. The strain-compatible properties model both the shear modulus reduction and the increased damping that are expected as the intensity of shaking increases. To model the nonlinear response within the upper 121 meters of soil and rock layers, the NRC staff used several modulus reduction and damping (MRD) curves (EPRI, 1993; Darendeli, 2001; Peninsular Range [Silva et al., 1997]; Stokoe et al., 2003 [weathered shale]; Vucetic and Dobry, 1991; Zang et al., 2005), which are identified in Table 2. For each of the four sets of curves the NRC staff used a weight of 0.25. The NRC staff used multiple MRD curves to better capture the epistemic uncertainty in the nonlinear response of the soil and weathered rock to higher dynamic loading.

Table 2 provides the layer depths, lithologies,, unit weights, and dynamic properties for the NRC staffs three profiles. It is important to note that the NRC staff has adjusted the critical damping ratio values in the lower layers of the three profiles, which are treated as having a linear response, so that the profile as a whole has the appropriate value. Figure 7, which shows tornado plots for the reference rock peak ground acceleration (PGA) value of 0.76g, shows the site response logic tree nodes that contribute to the variance of the. Each tornado plot in Figure 7 is associated with one of the four oscillator frequencies of 1, 5, 10, and 100 Hz. For the four frequencies, the epistemic uncertainty in the basecase and MRD curves contribute the most to the variance in the.

Input Motions. Input motions used for the SRA were generated as outcrop motions at the reference rock horizon, located at the bottom of the basecase profiles. The NRC staff used random vibration theory to generate the input motions after first developing an input Fourier amplitude spectrum (FAS) using seismological source theory (i.e., single-corner frequency Brune source spectrum). To develop the FAS, the NRC staff used the source and regional attenuation parameters recommended in the SPID for Eastern North American rock sites and then used random vibration theory to develop corresponding 5 percent damped acceleration response spectra. The NRC staff developed 12 input FAS assuming a magnitude () of 6.5 and 12 different source-to-site distances, as recommended in the SPID.

Analysis Methodology. To develop for the Robinson site, the NRC staff used traditional EQL analysis and the recently developed kappa-corrected EQL analysis, which adjusts the high-frequency control point (i.e., top of profile) FAS from the EQL SRA to be consistent with the target value. In particular, the NRC staff used the kappa-corrected EQL analysis methodology (Xu and Rathje, 2021) with a minor modification in which the EQL control point FAS remains unmodified below a specified transition frequency, and then a slope equal to the target value is imposed at frequencies above the transition frequency (RIL 2021-15). To capture the uncertainty in the transition frequency value, the NRC staff selected three frequencies for which the FAS amplitude equals 5 percent, 11 percent, and 17 percent of its peak value, with weights of 0.2, 0.6, and 0.2, respectively.

To capture the spatial variability in site properties across the site, the NRC staff generated randomized profiles around the three basecase profiles using the Toro (1995) model, which quantifies the aleatory variability through a depth-dependent standard deviation of the natural log of the velocities. The logarithmic standard deviation values used by the NRC staff for the Robinson site were based on site-specific data and are shown in Table 2. In addition to randomizing the profiles, the NRC staff also randomized the MRD curves following the logit function approach used in the SPID and described in RIL 2021-15.

For each terminal branch of the site response logic tree, the NRC staff developed 60 randomized profiles and then determined the by dividing the computed control point response spectrum by the outcrop response spectrum for the reference condition. Next, the NRC staff computed a median and logarithmic standard deviation for the, using the 60 from the randomized profiles, for each terminal branch of the logic tree. To facilitate implementing the medians and logarithmic standard deviations into the PSHA seismic hazard integral, the NRC staff reduced the median s from the over 200 logic tree terminal branches to seven discrete fractiles and weights using the resampling procedure outlined by Miller and Rice (1983). As recommended by Rodriguez-Marek et al. (2021), to ensure that estimates of the SRA capture enough epistemic uncertainty in the median, the NRC staff implemented a minimum logarithmic standard deviation value of 0.15, which causes the seven median fractiles to spread apart if necessary.

Finally, because the logarithmic standard deviation for each spectral frequency does not vary significantly across the terminal branches of the logic tree, the NRC staff used a single mean value for each frequency. In addition, to avoid double-counting the aleatory variability already captured by the GMM, the NRC staff adjusted the logarithmic standard deviation to include only the portion of the standard deviation associated with the nonlinear site response.

Figure 8 shows the seven median values (top) and the average logarithmic standard deviation (bottom) as a function of input reference rock spectral acceleration for the 1 and 10 Hz spectral frequencies. As shown in Figure 8, the median range from about 1 to 4 before falling off with higher input spectral accelerations. The lower half of Figure 8 shows both the total and the nonlinear values of the logarithmic standard deviation, the latter of which are implemented into the PSHA hazard integral. Figure 9 shows the seven median values versus frequency at the 10-4 AFE spectral acceleration value for each of the 23 NGA-East GMM spectral frequencies as well for PGA, which is plotted at 200 Hz. Overall, the Robinson site produces a broad peak from about 0.3 Hz to 10 Hz, which then falls off over the higher frequencies out to about 100 Hz.

Control Point Hazard and Ground Motion Response Spectra The NRC staff calculated the mean control point hazard for the Robinson site using Convolution Approach 3 from NUREG/CR-6728, Technical Basis for Revision of Regulatory Guidance on Design Ground Motions: Hazard-and Risk-Consistent Ground Motion Spectra Guidelines, issued October 2001 (McGuire et al., 2001), which convolves the predetermined mean reference condition hazard with the. For each NGA-East GMM spectral frequency, the NRC staff convolved the mean reference condition hazard curve with the seven to determine the final mean control point hazard. Using the mean control point hazard curves, the NRC staff then determined the 10-4 and 10-5 UHRS in order to calculate the final GMRS, which are provided in Table 3. Figure 10 shows this final GMRS (red curve) compared to the GMRS (black curve) developed for NUREG/KM-0017 and the GMRS (blue curve) in Duke Energys SHSR (Glover, 2015) and seismic probabilistic risk assessment (SPRA; Kapopoulos, 2019).

The years in the legend for Figure 10 show when the GMRS were developed either by Duke Energy or the NRC staff. As shown in Figure 10, the final GMRS from this study is higher than the previous two GMRS for the low frequencies between 0.3 to 3 Hz and falls below the previous GMRS above 10 Hz. The higher spectral accelerations for the lower frequencies are due to the NGA-East GMM, which predicts higher median ground motions for the lower spectral frequencies relative to the EPRI GMM (see Figure 5). Based on a sensitivity analysis, the NRC staff found that the lower spectral accelerations in the mid-to-upper frequencies between the updated GMRS developed by this study and the previous GMRS are due to the higher values estimated for the Robinson site (see Table 1), compared to the lower values used in previous hazard evaluations.

Data Tables Appendix A provides the data tables for the Robinson site. Tables A-1, A-2, and A-3 give the reference rock mean hazard curves for 23 spectral frequencies ranging from 0.1 to 100 Hz and for PGA. Tables A-4 through A-27 give the medians and logarithmic standard deviations for the 23 spectral frequencies and for PGA. Tables A-28, A-29, and A-30 give the control point hazard mean hazard curves for the 23 spectral frequencies and for PGA.

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Table 1 Site Kappa () Values for Each Basecase Profile Profile Kappa Distribution Lower Range Best Estimate Upper Range (s)

Weight (s)

Weight (s)

Weight 0.015 0.101 0.012 0.101 0.010 0.101 0.022 0.244 0.017 0.244 0.014 0.244 0.029 0.309 0.026 0.309 0.021 0.309 0.038 0.244 0.036 0.244 0.033 0.244 0.051 0.101 0.048 0.101 0.044 0.101 Table 2 Layer Depths, Shear Wave Velocities (), Unit Weights, and Dynamic Properties for Robinson Vs (m/s)

Vs Unit Dynamic Properties Layer Depth LR BC UR Sigma Weight Alt. 1 Alt. 2 Alt. 3 Alt. 4 (m)

(0.3)

(0.4)

(0.3)

(ln)

(kN/m3)

(0.25)

(0.25)

(0.25)

(0.25) 1 19 205 249 301 0.15 19.6 EPRI Soil Pen.

Darendeli Zhang 2

23 548 664 804 0.15 20.3 EPRI Clay V&D Darendeli Zhang 3

36 548 664 804 0.3 20.3 EPRI Soil Pen.

Darendeli Zhang 4

41 479 581 704 0.3 20.3 EPRI Soil Pen.

Darendeli Zhang 5

54 413 500 606 0.3 21.0 EPRI Soil Pen.

Darendeli Zhang 6

115 708 858 1039 0.3 21.0 EPRI Soil Pen.

Darendeli Zhang 7

121 913 1428 2236 0.3 21.0 EPRI Rock EPRI Rock Stokoe WS Stokoe WS 8

125 1463 2290 3000 0.3 21.2 Linear Linear Linear Linear LR=lowerrange;BC=basecase;UR=upperrange;ln=naturallog;L=linear;Alt.=alternative;EPRISoil=EPRI,1993soil;EPRIClay=

EPRI,1993clay;EPRIRock=EPRI,1993rock;Pen.=Peninsular;V&D=VuceticandDobry,1991;Zhang=Zhangetal.,2005;Darendeli=

Darendeli,2001;StokoeWS=Stokoeetal.,2003weatheredshale ForLR,BC,UR,andAlt.:valuesinparenthesesrefertoweightsforSRAlogictreebranches.

Table 3 GMRS and UHRS for Robinson Frequency (Hz) UHRS 1E-4 (g) GMRS (g) UHRS 1E-5 (g) 0.100 0.012995 0.014700 0.028805 0.133 0.019035 0.021800 0.042774 0.200 0.031655 0.038400 0.076295 0.250 0.042321 0.053400 0.107165 0.333 0.066244 0.087600 0.178011 0.500 0.129555 0.185900 0.385427 0.667 0.209159 0.296300 0.612077 1.000 0.471036 0.557900 1.102263 1.333 0.668006 0.725600 1.402866 2.000 0.770861 0.806100 1.543575 2.500 0.776152 0.792400 1.508314 3.333 0.801970 0.802000 1.486242 4.000 0.779937 0.779900 1.396973 5.000 0.668692 0.668700 1.208844 6.667 0.602922 0.602900 1.072424 10.000 0.621047 0.621000 1.119697 13.333 0.566072 0.566100 1.042262 20.000 0.495067 0.495100 0.926310 25.000 0.434730 0.434700 0.815914 33.333 0.366148 0.366100 0.686274 40.000 0.339471 0.339500 0.630848 50.000 0.316016 0.316000 0.584399 100.000 0.301332 0.301300 0.543979 PGA 0.317492 0.317500 0.563642 Figure 1 Distribution of virtual ruptures (left) for CEUS-SSC Seismotectonic Configuration 1 DSZs, and associated mean 10 Hz reference rock hazard curves (right) for Robinson Figure 2 Distribution of virtual ruptures (left) for CEUS-SSC maximum-magnitude narrow-configuration DSZs, and associated mean 10 Hz reference rock hazard curves (right) for Robinson Figure 3 CEUS-SSC RLME sources (left), and associated mean 1 Hz reference rock hazard curves (right) for Robinson Figure 4 DSZ, RLME, and total mean reference rock hazard curves for 1 Hz (right) and 10 Hz (left) for Robinson Figure 5 1,000-, 10,000-, and 100,000-year return period mean reference rock UHRS for CEUS-SSC and EPRI GMM (blue curves) and CEUS-SSC and NGA-East GMM (red curves)

Figure 6 Shear wave velocity (VS) basecase profiles for Robinson; best estimate basecase profile shown as blue solid line; lower and upper range basecase profiles shown as red and purple dotted lines, respectively Figure 7 Tornado plots for site response logic tree nodes profile,, MRD curves, and the analysis method for 1, 5, 10, and 100 Hz spectral frequencies for an input motion with a PGA of 0.76g.

Figure 8 Seven median SAFs (above) and mean log standard deviations of SAF (below) as functions of input acceleration for 1 Hz (left) and 10 Hz (right)

Figure 9 Seven median SAFs as functions of spectral frequency for spectral accelerations at the 10-4 AFE level Figure 10 GMRS for the Robinson site Appendix AData Tables Table A-1 Reference Rock Total Mean Hazard Curves for F=0.100 to 1.000 Hz SA(g)

F0.100Hz F0.133Hz F0.200Hz F0.250Hz F0.333Hz F0.500Hz F0.667Hz F1.000Hz 0.00100 3.28340E-03 4.08073E-03 5.17024E-03 5.99777E-03 7.24832E-03 1.10181E-02 1.46458E-02 2.21838E-02 0.00126 2.76456E-03 3.59109E-03 4.67968E-03 5.45333E-03 6.55010E-03 9.69621E-03 1.26935E-02 1.92320E-02 0.00158 2.33603E-03 3.16860E-03 4.24445E-03 4.96811E-03 5.93160E-03 8.55561E-03 1.10341E-02 1.67225E-02 0.00200 1.96015E-03 2.78130E-03 3.83411E-03 4.50857E-03 5.34940E-03 7.51001E-03 9.53601E-03 1.44561E-02 0.00251 1.50178E-03 2.28655E-03 3.34630E-03 4.01883E-03 4.82117E-03 6.69211E-03 8.34083E-03 1.24071E-02 0.00316 1.11828E-03 1.83470E-03 2.87345E-03 3.53964E-03 4.31348E-03 5.95089E-03 7.28793E-03 1.06238E-02 0.00398 7.64263E-04 1.36638E-03 2.34778E-03 3.00759E-03 3.78149E-03 5.28190E-03 6.38450E-03 9.08831E-03 0.00501 5.22134E-04 1.01705E-03 1.91715E-03 2.55417E-03 3.31401E-03 4.68803E-03 5.59397E-03 7.77729E-03 0.00631 3.08082E-04 6.56036E-04 1.38364E-03 1.95154E-03 2.69542E-03 4.01691E-03 4.81217E-03 6.61828E-03 0.00794 1.82166E-04 4.23911E-04 9.99895E-04 1.49270E-03 2.19410E-03 3.44399E-03 4.14212E-03 5.63562E-03 0.01000 1.07493E-04 2.73454E-04 7.21668E-04 1.14055E-03 1.78460E-03 2.95102E-03 3.56329E-03 4.79586E-03 0.01260 5.43686E-05 1.50263E-04 4.45803E-04 7.50249E-04 1.27928E-03 2.30017E-03 2.86302E-03 3.93129E-03 0.01580 2.78910E-05 8.36021E-05 2.78158E-04 4.97823E-04 9.23405E-04 1.80217E-03 2.31085E-03 3.23591E-03 0.02000 1.39165E-05 4.53938E-05 1.70186E-04 3.24742E-04 6.57555E-04 1.39774E-03 1.84863E-03 2.64206E-03 0.02510 6.50840E-06 2.26236E-05 9.43765E-05 1.91735E-04 4.26966E-04 9.97597E-04 1.38252E-03 2.06121E-03 0.03160 2.98529E-06 1.09966E-05 5.08581E-05 1.09974E-04 2.69923E-04 6.95644E-04 1.01347E-03 1.58308E-03 0.03980 1.32630E-06 5.06351E-06 2.55155E-05 5.84964E-05 1.58760E-04 4.54785E-04 7.02884E-04 1.16530E-03 0.05010 5.90353E-07 2.33518E-06 1.28124E-05 3.11322E-05 9.33970E-05 2.97313E-04 4.87439E-04 8.57719E-04 0.06310 2.60043E-07 1.03688E-06 5.87613E-06 1.48252E-05 4.85204E-05 1.72122E-04 3.02635E-04 5.75281E-04 0.07940 1.14922E-07 4.61897E-07 2.70336E-06 7.08076E-06 2.52727E-05 9.98639E-05 1.88255E-04 3.86464E-04 0.10000 5.06268E-08 2.05114E-07 1.23995E-06 3.37217E-06 1.31304E-05 5.78177E-05 1.16888E-04 2.59218E-04 0.12600 2.17604E-08 9.00757E-08 5.47672E-07 1.50164E-06 6.09767E-06 2.89879E-05 6.25854E-05 1.50410E-04 0.15800 9.51849E-09 4.02383E-08 2.46039E-07 6.80014E-07 2.87718E-06 1.47434E-05 3.39476E-05 8.82666E-05 0.20000 4.02290E-09 1.73829E-08 1.06915E-07 2.97965E-07 1.31585E-06 7.29074E-06 1.79515E-05 5.06631E-05 0.25100 1.67553E-09 7.48397E-09 4.73215E-08 1.33007E-07 5.98978E-07 3.41869E-06 8.79644E-06 2.64007E-05 0.31600 6.83246E-10 3.15390E-09 2.05590E-08 5.84654E-08 2.69215E-07 1.57650E-06 4.22204E-06 1.34114E-05 0.39800 2.69689E-10 1.28350E-09 8.69803E-09 2.52938E-08 1.20090E-07 7.10691E-07 1.94998E-06 6.43086E-06 0.50100 1.06634E-10 5.23211E-10 3.68579E-09 1.09600E-08 5.36562E-08 3.20946E-07 9.02090E-07 3.08779E-06 0.63100 3.96340E-11 2.01592E-10 1.47542E-09 4.50460E-09 2.30687E-08 1.42045E-07 4.06026E-07 1.40954E-06 Table A-1 Reference Rock Total Mean Hazard Curves for F=0.100 to 1.000 Hz SA(g)

F0.100Hz F0.133Hz F0.200Hz F0.250Hz F0.333Hz F0.500Hz F0.667Hz F1.000Hz 0.79400 1.47897E-11 7.79698E-11 5.92777E-10 1.85799E-09 9.95160E-09 6.30721E-08 1.83334E-07 6.45462E-07 1.00000 5.49774E-12 3.00451E-11 2.37315E-10 7.63721E-10 4.27899E-09 2.79174E-08 8.25257E-08 2.94674E-07 1.26000 1.83651E-12 1.06369E-11 8.87143E-11 2.93526E-10 1.71602E-09 1.17598E-08 3.57101E-08 1.29493E-07 1.58000 6.27608E-13 3.84784E-12 3.38481E-11 1.15075E-10 7.01364E-10 5.04333E-09 1.57234E-08 5.78848E-08 2.00000 2.05115E-13 1.33432E-12 1.24073E-11 4.33917E-11 2.76191E-10 2.08809E-09 6.69101E-09 2.50233E-08 2.51000 6.19319E-14 4.36338E-13 4.40069E-12 1.59445E-11 1.06047E-10 8.46506E-10 2.79752E-09 1.07072E-08 3.16000 1.78786E-14 1.36995E-13 1.50934E-12 5.68607E-12 3.96263E-11 3.34639E-10 1.14198E-09 4.48244E-09 3.98000 4.67249E-15 3.93605E-14 4.83703E-13 1.91537E-12 1.40907E-11 1.26449E-10 4.46854E-10 1.80976E-09 5.01000 1.22316E-15 1.13259E-14 1.55239E-13 6.46163E-13 5.01830E-12 4.78553E-11 1.75116E-10 7.31789E-10 6.31000 2.66582E-16 2.73945E-15 4.28798E-14 1.91089E-13 1.60252E-12 1.65085E-11 6.27868E-11 2.73530E-10 7.94000 5.84549E-17 6.66376E-16 1.19052E-14 5.67866E-14 5.14079E-13 5.71919E-12 2.26044E-11 1.02644E-10 10.00000 1.27423E-17 1.61208E-16 3.28896E-15 1.67959E-14 1.64186E-13 1.97319E-12 8.10567E-12 3.83711E-11 Table A-2 Reference Rock Total Mean Hazard Curves for F=1.333 to 10.000 Hz SA(g)

F1.333Hz F2.000Hz F2.500Hz F3.333Hz F4.000Hz F5.000Hz F6.667Hz F10.000Hz 0.00100 2.75085E-02 3.28499E-02 3.43726E-02 3.57194E-02 3.59960E-02 3.63729E-02 3.64064E-02 3.58600E-02 0.00126 2.42795E-02 2.99410E-02 3.17165E-02 3.33713E-02 3.37476E-02 3.42872E-02 3.43669E-02 3.37368E-02 0.00158 2.14852E-02 2.73423E-02 2.93145E-02 3.12217E-02 3.16819E-02 3.23607E-02 3.24805E-02 3.17796E-02 0.00200 1.89161E-02 2.48751E-02 2.70059E-02 2.91297E-02 2.96647E-02 3.04691E-02 3.06257E-02 2.98617E-02 0.00251 1.62774E-02 2.18451E-02 2.39716E-02 2.61699E-02 2.67628E-02 2.76730E-02 2.78929E-02 2.71697E-02 0.00316 1.39393E-02 1.90331E-02 2.10948E-02 2.32971E-02 2.39244E-02 2.49063E-02 2.51824E-02 2.45229E-02 0.00398 1.18217E-02 1.62345E-02 1.81175E-02 2.01972E-02 2.08212E-02 2.18227E-02 2.21551E-02 2.16250E-02 0.00501 1.00290E-02 1.38495E-02 1.55616E-02 1.75094E-02 1.81197E-02 1.91193E-02 1.94903E-02 1.90690E-02 0.00631 8.42777E-03 1.15049E-02 1.29156E-02 1.45567E-02 1.50865E-02 1.59987E-02 1.64026E-02 1.61808E-02 0.00794 7.08713E-03 9.56425E-03 1.07275E-02 1.21109E-02 1.25703E-02 1.33970E-02 1.38136E-02 1.37391E-02 0.01000 5.95574E-03 7.94526E-03 8.90363E-03 1.00688E-02 1.04663E-02 1.12106E-02 1.16255E-02 1.16584E-02 0.01260 4.87939E-03 6.42162E-03 7.15895E-03 8.05310E-03 8.37475E-03 8.99807E-03 9.41886E-03 9.58089E-03 0.01580 4.01414E-03 5.21315E-03 5.78228E-03 6.47090E-03 6.73225E-03 7.25524E-03 7.66448E-03 7.90575E-03 Table A-2 Reference Rock Total Mean Hazard Curves for F=1.333 to 10.000 Hz SA(g)

F1.333Hz F2.000Hz F2.500Hz F3.333Hz F4.000Hz F5.000Hz F6.667Hz F10.000Hz 0.02000 3.27563E-03 4.19558E-03 4.62905E-03 5.15249E-03 5.36298E-03 5.79785E-03 6.18366E-03 6.47158E-03 0.02510 2.59488E-03 3.33196E-03 3.68501E-03 4.10467E-03 4.29570E-03 4.66393E-03 5.02634E-03 5.32121E-03 0.03160 2.03080E-03 2.62683E-03 2.92056E-03 3.26515E-03 3.43975E-03 3.75135E-03 4.08521E-03 4.37019E-03 0.03980 1.54071E-03 2.04100E-03 2.30377E-03 2.61138E-03 2.77957E-03 3.04646E-03 3.35085E-03 3.60692E-03 0.05010 1.16887E-03 1.58597E-03 1.81760E-03 2.08915E-03 2.24682E-03 2.47481E-03 2.74942E-03 2.97799E-03 0.06310 8.18933E-04 1.16239E-03 1.37379E-03 1.62675E-03 1.77610E-03 1.96842E-03 2.21826E-03 2.42520E-03 0.07940 5.74576E-04 8.52989E-04 1.03951E-03 1.26797E-03 1.40532E-03 1.56708E-03 1.79126E-03 1.97664E-03 0.10000 4.02576E-04 6.25193E-04 7.85715E-04 9.87354E-04 1.11093E-03 1.24646E-03 1.44525E-03 1.60976E-03 0.12600 2.44667E-04 4.00457E-04 5.24367E-04 6.88076E-04 7.91484E-04 8.93805E-04 1.05694E-03 1.20857E-03 0.15800 1.50242E-04 2.58889E-04 3.52900E-04 4.83121E-04 5.67878E-04 6.45366E-04 7.78001E-04 9.12777E-04 0.20000 9.04074E-05 1.64360E-04 2.33624E-04 3.34265E-04 4.01858E-04 4.59715E-04 5.65428E-04 6.81382E-04 0.25100 4.89774E-05 9.33654E-05 1.37945E-04 2.06262E-04 2.54249E-04 2.92776E-04 3.68180E-04 4.60388E-04 0.31600 2.58141E-05 5.14858E-05 7.89394E-05 1.23198E-04 1.55699E-04 1.80628E-04 2.32467E-04 3.01964E-04 0.39800 1.27320E-05 2.63105E-05 4.15537E-05 6.72607E-05 8.70410E-05 1.01990E-04 1.34644E-04 1.82061E-04 0.50100 6.28707E-06 1.34580E-05 2.18901E-05 3.67392E-05 4.86762E-05 5.76095E-05 7.80101E-05 1.09792E-04 0.63100 2.91682E-06 6.36238E-06 1.05019E-05 1.79329E-05 2.41113E-05 2.89500E-05 4.02811E-05 5.89352E-05 0.79400 1.35739E-06 3.01689E-06 5.05315E-06 8.77842E-06 1.19769E-05 1.45881E-05 2.08545E-05 3.17144E-05 1.00000 6.29803E-07 1.42639E-06 2.42449E-06 4.28524E-06 5.93314E-06 7.33143E-06 1.07692E-05 1.70252E-05 1.26000 2.80718E-07 6.46380E-07 1.11282E-06 1.98828E-06 2.78278E-06 3.49760E-06 5.28570E-06 8.63338E-06 1.58000 1.27239E-07 2.97765E-07 5.19100E-07 9.37353E-07 1.32587E-06 1.69443E-06 2.63292E-06 4.44011E-06 2.00000 5.58064E-08 1.32820E-07 2.34590E-07 4.28303E-07 6.12540E-07 7.96514E-07 1.27406E-06 2.22126E-06 2.51000 2.42501E-08 5.86981E-08 1.05382E-07 1.95529E-07 2.83735E-07 3.75625E-07 6.21940E-07 1.12585E-06 3.16000 1.03147E-08 2.53839E-08 4.63198E-08 8.73378E-08 1.28600E-07 1.73259E-07 2.97152E-07 5.59976E-07 3.98000 4.23530E-09 1.05767E-08 1.95968E-08 3.75191E-08 5.60276E-08 7.66528E-08 1.36275E-07 2.69297E-07 5.01000 1.74167E-09 4.41346E-09 8.30282E-09 1.61400E-08 2.44418E-08 3.39542E-08 6.25623E-08 1.29625E-07 6.31000 6.64343E-10 1.70932E-09 3.26457E-09 6.42909E-09 9.83709E-09 1.37946E-08 2.60998E-08 5.64930E-08 7.94000 2.54385E-10 6.64528E-10 1.28839E-09 2.57036E-09 3.97356E-09 5.62455E-09 1.09264E-08 2.47025E-08 10.00000 9.70443E-11 2.57399E-10 5.06635E-10 1.02397E-09 1.59941E-09 2.28534E-09 4.55878E-09 1.07668E-08 Table A-3 Reference Rock Total Mean Hazard Curves for F=13.333 to 100.000 Hz and PGA SA(g)

F13.333Hz F20.000Hz F25.000Hz F33.333Hz F40.000Hz F50.000Hz F100.000Hz PGA 0.00100 3.52914E-02 3.45779E-02 3.39805E-02 3.32115E-02 3.27120E-02 3.19107E-02 3.02483E-02 2.99761E-02 0.00126 3.30848E-02 3.22897E-02 3.16091E-02 3.07245E-02 3.01570E-02 2.92568E-02 2.73723E-02 2.70739E-02 0.00158 3.10579E-02 3.01958E-02 2.94474E-02 2.84697E-02 2.78485E-02 2.68719E-02 2.48212E-02 2.45045E-02 0.00200 2.90785E-02 2.81591E-02 2.73528E-02 2.62969E-02 2.56317E-02 2.45943E-02 2.24164E-02 2.20872E-02 0.00251 2.64123E-02 2.55344E-02 2.47304E-02 2.36548E-02 2.29777E-02 2.19254E-02 1.97050E-02 1.93573E-02 0.00316 2.38111E-02 2.29929E-02 2.22071E-02 2.11328E-02 2.04557E-02 1.94080E-02 1.71920E-02 1.68297E-02 0.00398 2.10119E-02 2.03032E-02 1.95681E-02 1.85291E-02 1.78695E-02 1.68547E-02 1.47039E-02 1.43217E-02 0.00501 1.85417E-02 1.79285E-02 1.72432E-02 1.62470E-02 1.56110E-02 1.46382E-02 1.25773E-02 1.21884E-02 0.00631 1.58077E-02 1.53281E-02 1.47231E-02 1.38067E-02 1.32100E-02 1.23157E-02 1.04267E-02 1.00123E-02 0.00794 1.34854E-02 1.31131E-02 1.25792E-02 1.17405E-02 1.11857E-02 1.03688E-02 8.65032E-03 8.23113E-03 0.01000 1.14971E-02 1.12113E-02 1.07410E-02 9.97730E-03 9.46549E-03 8.72380E-03 7.17137E-03 6.76168E-03 0.01260 9.53454E-03 9.33423E-03 8.94287E-03 8.28616E-03 7.84022E-03 7.19875E-03 5.85528E-03 5.40980E-03 0.01580 7.93776E-03 7.80104E-03 7.47415E-03 6.90825E-03 6.51947E-03 5.96405E-03 4.80089E-03 4.34830E-03 0.02000 6.55822E-03 6.47122E-03 6.20022E-03 5.71609E-03 5.37980E-03 4.90262E-03 3.90400E-03 3.46349E-03 0.02510 5.43619E-03 5.38817E-03 5.17016E-03 4.76804E-03 4.48693E-03 4.07907E-03 3.21489E-03 2.74873E-03 0.03160 4.49817E-03 4.47685E-03 4.30211E-03 3.96839E-03 3.73295E-03 3.38312E-03 2.63250E-03 2.16142E-03 0.03980 3.73146E-03 3.72376E-03 3.58361E-03 3.30508E-03 3.10495E-03 2.79898E-03 2.13310E-03 1.66401E-03 0.05010 3.09642E-03 3.09826E-03 2.98590E-03 2.75320E-03 2.58300E-03 2.31595E-03 1.72836E-03 1.28111E-03 0.06310 2.52890E-03 2.53265E-03 2.43767E-03 2.23069E-03 2.07685E-03 1.84039E-03 1.31489E-03 9.20230E-04 0.07940 2.06708E-03 2.07196E-03 1.99171E-03 1.80887E-03 1.67134E-03 1.46383E-03 1.00142E-03 6.61882E-04 0.10000 1.68826E-03 1.69375E-03 1.62606E-03 1.46562E-03 1.34388E-03 1.16327E-03 7.61880E-04 4.75453E-04 0.12600 1.27302E-03 1.28886E-03 1.23060E-03 1.08679E-03 9.83108E-04 8.37936E-04 5.14086E-04 3.06615E-04 0.15800 9.65555E-04 9.86342E-04 9.36726E-04 8.10906E-04 7.23873E-04 6.07713E-04 3.49729E-04 1.99543E-04 0.20000 7.23980E-04 7.46480E-04 7.04984E-04 5.97731E-04 5.26255E-04 4.34896E-04 2.34138E-04 1.27562E-04 0.25100 4.93631E-04 5.19588E-04 4.87289E-04 4.02494E-04 3.50188E-04 2.84985E-04 1.43617E-04 7.68664E-05 0.31600 3.27281E-04 3.52369E-04 3.28233E-04 2.64246E-04 2.27321E-04 1.82097E-04 8.61017E-05 4.56366E-05 0.39800 2.00562E-04 2.22166E-04 2.05765E-04 1.61915E-04 1.38057E-04 1.08774E-04 4.88001E-05 2.63537E-05 0.50100 1.22938E-04 1.40098E-04 1.29021E-04 9.92561E-05 8.38869E-05 6.50120E-05 2.76864E-05 1.52365E-05 0.63100 6.76741E-05 7.92414E-05 7.29886E-05 5.58355E-05 4.69471E-05 3.59144E-05 1.50515E-05 8.66412E-06 Table A-3 Reference Rock Total Mean Hazard Curves for F=13.333 to 100.000 Hz and PGA SA(g)

F13.333Hz F20.000Hz F25.000Hz F33.333Hz F40.000Hz F50.000Hz F100.000Hz PGA 0.79400 3.73419E-05 4.49224E-05 4.13845E-05 3.14820E-05 2.63349E-05 1.98873E-05 8.20261E-06 4.93791E-06 1.00000 2.05573E-05 2.54106E-05 2.34132E-05 1.77111E-05 1.47393E-05 1.09871E-05 4.45962E-06 2.80809E-06 1.26000 1.06984E-05 1.34740E-05 1.25176E-05 9.58065E-06 7.96551E-06 5.89755E-06 2.37034E-06 1.52210E-06 1.58000 5.64363E-06 7.23932E-06 6.77998E-06 5.24909E-06 4.36013E-06 3.20680E-06 1.27650E-06 8.35604E-07 2.00000 2.89902E-06 3.79038E-06 3.57984E-06 2.80485E-06 2.32758E-06 1.70009E-06 6.69973E-07 4.47433E-07 2.51000 1.50470E-06 1.99809E-06 1.90153E-06 1.49898E-06 1.23688E-06 8.93347E-07 3.39464E-07 2.24962E-07 3.16000 7.67029E-07 1.03520E-06 9.91979E-07 7.84874E-07 6.42912E-07 4.58416E-07 1.67176E-07 1.09664E-07 3.98000 3.78695E-07 5.20375E-07 5.00671E-07 3.94220E-07 3.18821E-07 2.23289E-07 7.70197E-08 4.96063E-08 5.01000 1.87127E-07 2.61796E-07 2.52895E-07 1.98148E-07 1.58218E-07 1.08843E-07 3.55157E-08 2.24605E-08 6.31000 8.37355E-08 1.19430E-07 1.15467E-07 8.93343E-08 7.01880E-08 4.73344E-08 1.46324E-08 9.08677E-09 7.94000 3.75906E-08 5.46545E-08 5.28854E-08 4.04044E-08 3.12378E-08 2.06537E-08 6.04996E-09 3.68952E-09 10.00000 1.68227E-08 2.49354E-08 2.41487E-08 1.82179E-08 1.38590E-08 8.98296E-09 2.49285E-09 1.49282E-09 Table A-4 Site Adjustment Factor Medians and Logarithmic Standard Deviation for F=0.100 Hz SA (g)

SAF-M1 SAF-M2 SAF-M3 SAF-M4 SAF-M5 SAF-M6 SAF-M7 LNSTDEV NL-LNSTDEV 0.000374 0.8279 0.9454 1.0086 1.0946 1.2359 1.3503 1.4982 0.008446 0.000000 0.000603 0.8309 0.9481 1.0149 1.0968 1.2366 1.3660 1.4922 0.008936 0.000000 0.000763 0.8322 0.9560 1.0212 1.1033 1.2402 1.3794 1.4952 0.009404 0.000000 0.001008 0.8355 0.9560 1.0298 1.1092 1.2451 1.3888 1.4938 0.009828 0.000000 0.001367 0.8403 0.9552 1.0352 1.1144 1.2520 1.3932 1.4931 0.010235 0.000000 0.001903 0.8487 0.9575 1.0364 1.1196 1.2520 1.4044 1.4966 0.010728 0.000000 0.002556 0.8512 0.9618 1.0345 1.1322 1.2550 1.4039 1.5082 0.011336 0.000000 0.003448 0.8575 0.9663 1.0319 1.1471 1.2595 1.3963 1.5351 0.012215 0.000000 0.004626 0.8687 0.9739 1.0440 1.1419 1.2636 1.3991 1.5829 0.013793 0.000000 0.006656 0.8898 0.9841 1.0562 1.1425 1.2858 1.3878 1.6467 0.016350 0.000000 0.010403 0.9421 1.0001 1.0849 1.1340 1.3010 1.3785 1.7724 0.020404 0.003809 0.016733 0.9981 1.0313 1.1084 1.1677 1.3167 1.4204 1.8664 0.026473 0.017292 Table A-5 Site Adjustment Factor Medians and Logarithmic Standard Deviation for F=0.133 Hz SA (g)

SAF-M1 SAF-M2 SAF-M3 SAF-M4 SAF-M5 SAF-M6 SAF-M7 LNSTDEV NL-LNSTDEV 0.000644 0.8350 0.9553 1.0188 1.1080 1.2494 1.3666 1.5063 0.008729 0.000000 0.001026 0.8384 0.9582 1.0253 1.1100 1.2511 1.3820 1.5005 0.009235 0.000000 0.001286 0.8400 0.9659 1.0308 1.1156 1.2561 1.3941 1.5022 0.009660 0.000000 0.001672 0.8428 0.9681 1.0381 1.1202 1.2600 1.4037 1.5030 0.010060 0.000000 0.002244 0.8482 0.9675 1.0432 1.1253 1.2618 1.4099 1.5082 0.010464 0.000000 0.003123 0.8576 0.9697 1.0434 1.1289 1.2698 1.4149 1.5108 0.010980 0.000000 0.004232 0.8624 0.9703 1.0423 1.1454 1.2659 1.4151 1.5291 0.011637 0.000000 0.005802 0.8701 0.9773 1.0414 1.1556 1.2731 1.4052 1.5667 0.012590 0.000000 0.007953 0.8834 0.9872 1.0511 1.1587 1.2777 1.4017 1.6276 0.014333 0.000000 0.011623 0.9153 1.0010 1.0699 1.1493 1.2984 1.3904 1.7185 0.017360 0.006342 0.018261 0.9732 1.0221 1.1110 1.1447 1.3308 1.3770 1.8484 0.022686 0.015922 0.029374 1.0451 1.0723 1.1386 1.2016 1.3215 1.4723 1.9645 0.031345 0.026858 Table A-6 Site Adjustment Factor Medians and Logarithmic Standard Deviation for F=0.200 Hz SA (g)

SAF-M1 SAF-M2 SAF-M3 SAF-M4 SAF-M5 SAF-M6 SAF-M7 LNSTDEV NL-LNSTDEV 0.001447 0.8624 0.9822 1.0440 1.1438 1.2744 1.4183 1.5413 0.010148 0.000000 0.002283 0.8666 0.9862 1.0516 1.1462 1.2775 1.4346 1.5369 0.010725 0.000000 0.002835 0.8670 0.9923 1.0627 1.1498 1.2840 1.4458 1.5421 0.011128 0.000000 0.003606 0.8731 0.9986 1.0656 1.1547 1.2870 1.4559 1.5505 0.011545 0.000000 0.004746 0.8804 1.0027 1.0669 1.1579 1.2971 1.4589 1.5565 0.012021 0.000000 0.006606 0.8905 1.0052 1.0674 1.1624 1.3056 1.4582 1.5722 0.012711 0.000000 0.009124 0.8980 1.0057 1.0689 1.1843 1.3053 1.4568 1.5976 0.013680 0.000000 0.012905 0.9142 1.0149 1.0759 1.1857 1.3138 1.4450 1.6664 0.015171 0.005664 0.018371 0.9395 1.0323 1.0923 1.1872 1.3287 1.4314 1.7658 0.018080 0.011349 0.027437 0.9934 1.0581 1.1194 1.1843 1.3632 1.4178 1.8857 0.023962 0.019393 0.043351 1.0790 1.1109 1.1902 1.2134 1.3716 1.4668 2.0840 0.036223 0.033377 0.069731 1.1790 1.1997 1.2571 1.3163 1.4234 1.6655 2.2617 0.054819 0.052982 Table A-7 Site Adjustment Factor Medians and Logarithmic Standard Deviation for F=0.250 Hz SA (g)

SAF-M1 SAF-M2 SAF-M3 SAF-M4 SAF-M5 SAF-M6 SAF-M7 LNSTDEV NL-LNSTDEV 0.002093 0.8866 1.0011 1.0624 1.1684 1.2898 1.4581 1.5706 0.011471 0.000000 0.003298 0.8928 1.0069 1.0690 1.1710 1.2976 1.4732 1.5674 0.012114 0.000000 0.004095 0.8947 1.0141 1.0805 1.1750 1.3057 1.4844 1.5772 0.012554 0.000000 0.005175 0.9007 1.0192 1.0883 1.1777 1.3181 1.4915 1.5835 0.013038 0.000000 0.006760 0.9069 1.0229 1.0931 1.1820 1.3256 1.4927 1.6009 0.013628 0.000000 0.009413 0.9182 1.0260 1.0948 1.1901 1.3290 1.4947 1.6253 0.014540 0.000000 0.013130 0.9330 1.0313 1.0925 1.2130 1.3327 1.4946 1.6574 0.015906 0.005858 0.018852 0.9521 1.0475 1.1042 1.2122 1.3484 1.4795 1.7463 0.018128 0.010485 0.027308 0.9885 1.0687 1.1291 1.2147 1.3751 1.4622 1.8643 0.022616 0.017111 0.041125 1.0565 1.1091 1.1733 1.2255 1.4091 1.4546 2.0329 0.032170 0.028570 0.065076 1.1573 1.1868 1.2591 1.2903 1.4377 1.5787 2.2184 0.050645 0.048438 0.104680 1.2119 1.2384 1.3190 1.4056 1.5722 2.0185 2.8470 0.073176 0.071666 Table A-8 Site Adjustment Factor Medians and Logarithmic Standard Deviation for F=0.333 Hz SA (g)

SAF-M1 SAF-M2 SAF-M3 SAF-M4 SAF-M5 SAF-M6 SAF-M7 LNSTDEV NL-LNSTDEV 0.003130 0.9292 1.0303 1.0975 1.2041 1.3350 1.5164 1.6121 0.014088 0.000000 0.004942 0.9359 1.0370 1.1106 1.2063 1.3439 1.5320 1.6214 0.014848 0.000000 0.006160 0.9416 1.0472 1.1201 1.2129 1.3530 1.5460 1.6348 0.015401 0.000000 0.007763 0.9495 1.0552 1.1250 1.2201 1.3619 1.5517 1.6549 0.016053 0.000000 0.010091 0.9588 1.0614 1.1301 1.2266 1.3700 1.5553 1.6785 0.016911 0.000000 0.014069 0.9731 1.0656 1.1371 1.2423 1.3756 1.5642 1.7050 0.018332 0.007147 0.019827 0.9921 1.0752 1.1411 1.2607 1.3907 1.5535 1.7666 0.020638 0.011872 0.028920 1.0204 1.1046 1.1542 1.2679 1.4148 1.5365 1.8836 0.024666 0.017984 0.042652 1.0741 1.1377 1.1994 1.2747 1.4658 1.5289 2.0231 0.033059 0.028424 0.064738 1.1637 1.2042 1.2783 1.3167 1.5117 1.5712 2.2401 0.049601 0.046640 0.102550 1.2291 1.2632 1.3597 1.4223 1.6322 1.8954 2.7832 0.074237 0.072292 0.164950 1.2739 1.3117 1.4477 1.6129 1.9390 2.5467 2.7519 0.119900 0.118706 Table A-9 Site Adjustment Factor Medians and Logarithmic Standard Deviation for F=0.500 Hz SA (g)

SAF-M1 SAF-M2 SAF-M3 SAF-M4 SAF-M5 SAF-M6 SAF-M7 LNSTDEV NL-LNSTDEV 0.005131 1.0529 1.1245 1.1768 1.3052 1.4938 1.6480 1.7256 0.022497 0.000000 0.008158 1.0625 1.1356 1.1928 1.3121 1.4925 1.6747 1.7553 0.023552 0.000000 0.010296 1.0681 1.1464 1.2098 1.3239 1.4959 1.6920 1.7924 0.024457 0.000000 0.013045 1.0769 1.1566 1.2260 1.3351 1.5036 1.7053 1.8305 0.025624 0.000000 0.016979 1.0910 1.1670 1.2411 1.3524 1.5135 1.7220 1.8659 0.027315 0.000000 0.023765 1.1131 1.1794 1.2524 1.3843 1.5326 1.7260 1.9251 0.030402 0.009684 0.033881 1.1449 1.2090 1.2761 1.3988 1.5611 1.7289 2.0366 0.035943 0.021480 0.050271 1.2004 1.2602 1.3206 1.4296 1.6178 1.7320 2.2099 0.046148 0.036044 0.075570 1.2662 1.3238 1.3995 1.4718 1.7474 1.7971 2.5286 0.063935 0.057072 0.115630 1.2954 1.3554 1.5017 1.5641 1.9779 2.1708 3.1339 0.092213 0.087594 0.183320 1.3540 1.4082 1.6373 1.8134 2.3421 2.6656 2.7807 0.146100 0.143230 0.294870 1.4606 1.5316 1.7780 2.1050 2.5702 3.2010 3.4088 0.192550 0.190381 Table A-10 Site Adjustment Factor Medians and Logarithmic Standard Deviation for F=0.667 Hz SA (g)

SAF-M1 SAF-M2 SAF-M3 SAF-M4 SAF-M5 SAF-M6 SAF-M7 LNSTDEV NL-LNSTDEV 0.006821 1.2174 1.2736 1.3168 1.4707 1.7077 1.8567 1.9329 0.035757 0.000000 0.010920 1.2295 1.2875 1.3368 1.4814 1.7112 1.8866 1.9743 0.037202 0.000000 0.013951 1.2399 1.3023 1.3578 1.4974 1.7202 1.9096 2.0222 0.038545 0.000000 0.017832 1.2531 1.3177 1.3804 1.5163 1.7315 1.9317 2.0765 0.040387 0.000000 0.023344 1.2750 1.3360 1.4060 1.5508 1.7513 1.9609 2.1340 0.043233 0.011772 0.032814 1.3085 1.3605 1.4398 1.5830 1.7870 1.9842 2.2349 0.048760 0.025437 0.047085 1.3398 1.4003 1.4838 1.6270 1.8508 2.0432 2.4724 0.058606 0.041281 0.070442 1.3498 1.4261 1.5324 1.6663 2.0034 2.1833 3.0054 0.073772 0.060925 0.106820 1.3774 1.4659 1.6138 1.7364 2.3735 2.4808 3.5091 0.099556 0.090448 0.164070 1.4273 1.5174 1.8120 1.9581 2.7482 2.9907 3.0756 0.144140 0.138007 0.260240 1.5353 1.6282 1.9239 2.3383 2.6049 3.4556 3.6392 0.191950 0.187388 0.418610 1.3028 1.5756 1.9213 2.5660 3.0275 3.2077 3.3421 0.265370 0.262089 Table A-11 Site Adjustment Factor Medians and Logarithmic Standard Deviation for F=1.000 Hz SA (g)

SAF-M1 SAF-M2 SAF-M3 SAF-M4 SAF-M5 SAF-M6 SAF-M7 LNSTDEV NL-LNSTDEV 0.009462 1.5304 1.6151 1.6888 2.0646 2.6677 3.0993 3.3253 0.076434 0.000000 0.015311 1.5362 1.6251 1.7120 2.0791 2.6843 3.2165 3.4741 0.078598 0.000000 0.019964 1.5456 1.6421 1.7430 2.1046 2.7063 3.2819 3.6199 0.080421 0.000000 0.025943 1.5552 1.6587 1.7786 2.1501 2.7396 3.3641 3.8002 0.082999 0.020456 0.034385 1.5771 1.6762 1.8211 2.2341 2.8147 3.5009 4.0457 0.086662 0.032248 0.048711 1.6122 1.7141 1.8823 2.2880 2.9520 3.6690 4.3440 0.092306 0.045277 0.070459 1.6270 1.7655 1.9847 2.4032 3.1659 3.8935 4.3855 0.100890 0.060897 0.106250 1.6635 1.8318 2.1552 2.5299 3.4581 4.0740 4.3266 0.117660 0.085869 0.162340 1.7287 1.9226 2.3989 2.7599 3.5293 4.2887 4.4388 0.146960 0.122991 0.250260 1.8084 1.9911 2.1806 3.0483 3.4131 3.9803 4.1402 0.202620 0.185969 0.397200 1.2894 1.7079 2.4190 2.7194 3.3527 3.6731 3.8383 0.267930 0.255570 0.638900 0.8258 1.3242 2.1892 2.5654 2.9986 3.2196 3.2949 0.328860 0.318871 Table A-12 Site Adjustment Factor Medians and Logarithmic Standard Deviation for F=1.333 Hz SA (g)

SAF-M1 SAF-M2 SAF-M3 SAF-M4 SAF-M5 SAF-M6 SAF-M7 LNSTDEV NL-LNSTDEV 0.011533 1.9720 2.1745 2.3528 3.2961 3.7911 4.6337 5.3063 0.088533 0.000000 0.018810 1.9765 2.1857 2.3949 3.3103 3.8123 4.6462 5.2223 0.089971 0.000000 0.024947 1.9866 2.2090 2.4498 3.3526 3.8422 4.6296 5.1364 0.090884 0.011375 0.032884 1.9972 2.2333 2.5202 3.4114 3.9263 4.5632 5.0068 0.092172 0.019109 0.044069 2.0369 2.2626 2.6126 3.4923 4.0853 4.5154 4.8763 0.094436 0.028065 0.062847 2.1070 2.3401 2.7593 3.6967 4.1050 4.4894 4.8532 0.099335 0.041677 0.091431 2.1403 2.4601 2.9876 3.7598 4.1088 4.4155 4.7487 0.108460 0.060275 0.138440 2.2165 2.6089 3.0821 3.7322 4.0269 4.3057 4.5908 0.129620 0.093117 0.212220 2.1528 2.5064 2.9409 3.5564 3.9275 4.2171 4.4799 0.162960 0.135740 0.327780 1.4602 2.1251 2.9390 3.1925 3.5908 4.0091 4.2693 0.220160 0.200848 0.520430 0.8882 1.5260 2.2696 2.8524 3.3295 3.5880 3.7394 0.286600 0.272046 0.837120 0.5529 0.9331 1.6036 2.1315 2.5972 3.2055 3.3969 0.357880 0.346334 Table A-13 Site Adjustment Factor Medians and Logarithmic Standard Deviation for F=2.000 Hz SA (g)

SAF-M1 SAF-M2 SAF-M3 SAF-M4 SAF-M5 SAF-M6 SAF-M7 LNSTDEV NL-LNSTDEV 0.014514 2.5366 2.7571 3.0228 3.2143 3.6303 3.9308 4.6743 0.097143 0.000000 0.023942 2.5542 2.7898 3.0191 3.2123 3.6415 3.9552 4.7114 0.100050 0.000000 0.032655 2.5691 2.8212 3.0250 3.2574 3.6555 3.9898 4.7550 0.102180 0.000000 0.044081 2.5793 2.8492 3.0734 3.2931 3.6766 4.0398 4.8137 0.103850 0.000000 0.060177 2.5539 2.9191 3.1095 3.3194 3.6872 4.1094 4.8539 0.104700 0.000000 0.086763 2.5542 2.9191 3.1782 3.3102 3.6605 4.1838 4.8463 0.107590 0.000000 0.127330 2.4442 2.7963 3.1553 3.3272 3.6221 4.0986 4.5515 0.117890 0.038568 0.193690 1.8042 2.8464 3.1117 3.2922 3.5038 3.9192 4.2985 0.140750 0.086023 0.297880 1.2092 2.2158 2.7625 3.0607 3.3534 3.8146 4.2419 0.187440 0.150742 0.461130 0.8473 1.4348 2.0082 2.7416 3.1275 3.5187 3.9223 0.248700 0.222354 0.732580 0.5565 0.8794 1.3409 2.0383 2.5431 2.9978 3.3433 0.312600 0.292076 1.178400 0.3373 0.5285 0.9439 1.3089 1.6847 2.4021 2.6107 0.348270 0.329972 Table A-14 Site Adjustment Factor Medians and Logarithmic Standard Deviation for F=2.500 Hz SA (g)

SAF-M1 SAF-M2 SAF-M3 SAF-M4 SAF-M5 SAF-M6 SAF-M7 LNSTDEV NL-LNSTDEV 0.016079 2.3887 2.6372 2.7656 3.0712 3.3923 3.9110 4.5322 0.128650 0.000000 0.026689 2.4017 2.6709 2.7991 3.1159 3.4324 4.0029 4.5520 0.126990 0.000000 0.037044 2.4122 2.6999 2.8419 3.1714 3.4897 4.0356 4.4861 0.125220 0.000000 0.050747 2.4163 2.7009 2.9098 3.2151 3.4428 3.9119 4.4438 0.125060 0.000000 0.070076 2.4070 2.6864 2.9333 3.2237 3.4286 3.9594 4.3589 0.128630 0.000000 0.101720 2.3197 2.6539 2.8943 3.2322 3.4693 3.8645 4.1816 0.140180 0.012162 0.150050 1.8547 2.5864 2.9181 3.1555 3.2926 3.4778 3.5622 0.160070 0.078230 0.228780 1.3447 2.3087 2.5842 2.9056 3.1955 3.4170 3.4927 0.186150 0.123083 0.352390 1.0222 1.5382 2.0387 2.6915 3.0461 3.2370 3.4541 0.222420 0.173113 0.546180 0.7375 1.0522 1.5009 2.1506 2.6260 3.0201 3.2750 0.273990 0.235729 0.868020 0.4343 0.6872 1.1046 1.4317 1.7689 2.6062 2.8385 0.319330 0.287174 1.396200 0.2605 0.4196 0.7477 0.9582 1.1953 1.8500 2.1035 0.339190 0.309107 Table A-15 Site Adjustment Factor Medians and Logarithmic Standard Deviation for F=3.333 Hz SA (g)

SAF-M1 SAF-M2 SAF-M3 SAF-M4 SAF-M5 SAF-M6 SAF-M7 LNSTDEV NL-LNSTDEV 0.017910 2.2507 2.5137 2.8427 3.1605 3.5172 4.3315 4.8591 0.128920 0.000000 0.029966 2.2675 2.5280 2.8677 3.1495 3.4102 4.2859 4.7452 0.130490 0.000000 0.042651 2.2250 2.5269 2.8275 3.1000 3.4700 4.0738 4.6572 0.133750 0.000000 0.059672 2.2265 2.5146 2.7040 3.0526 3.5070 3.7729 4.4967 0.138810 0.000000 0.083751 2.0453 2.3966 2.6314 3.0039 3.3525 3.7056 4.2543 0.146660 0.000000 0.122720 1.7762 2.2610 2.5790 2.7505 3.2951 3.6337 3.9441 0.160410 0.048058 0.182340 1.4919 1.9990 2.2726 2.7273 3.1481 3.4216 3.6094 0.180190 0.095114 0.278940 1.1837 1.5641 1.9567 2.4615 2.7475 3.2186 3.5033 0.206530 0.138683 0.430520 0.8504 1.1782 1.6365 1.9743 2.3555 3.0115 3.3057 0.243460 0.189344 0.668490 0.5231 0.8702 1.2156 1.4943 1.7659 2.5225 2.7704 0.286960 0.242743 1.063000 0.3107 0.5326 0.8397 1.1035 1.3273 1.8138 2.0283 0.314830 0.275129 1.709800 0.2007 0.3047 0.5473 0.7831 1.0106 1.2086 1.3309 0.313250 0.273320 Table A-16 Site Adjustment Factor Medians and Logarithmic Standard Deviation for F=4.000 Hz SA (g)

SAF-M1 SAF-M2 SAF-M3 SAF-M4 SAF-M5 SAF-M6 SAF-M7 LNSTDEV NL-LNSTDEV 0.018906 2.0226 2.3633 2.7083 2.9525 3.4271 3.7850 4.4196 0.116980 0.000000 0.031798 2.0006 2.3461 2.6490 2.9000 3.3332 3.6902 4.3669 0.118690 0.000000 0.046077 1.9643 2.3104 2.5994 2.8515 3.2343 3.6397 4.3301 0.122560 0.000000 0.065434 1.9289 2.2563 2.5154 2.8175 3.1029 3.6259 4.2612 0.128680 0.000000 0.092897 1.8298 2.1415 2.4025 2.6484 2.9377 3.5853 4.1433 0.138340 0.045798 0.137030 1.5741 1.9444 2.2593 2.4856 2.8104 3.4335 3.9381 0.155180 0.083907 0.204640 1.2927 1.6853 1.9594 2.2893 2.5218 3.2639 3.6859 0.179280 0.122885 0.313770 0.9835 1.4340 1.6817 1.9544 2.2452 2.9295 3.2963 0.209410 0.163744 0.485040 0.6508 1.1207 1.3894 1.6636 1.9505 2.4428 2.7321 0.242530 0.204402 0.754160 0.4254 0.7405 1.0023 1.3549 1.5920 1.9536 2.1762 0.270480 0.236894 1.199700 0.2680 0.4291 0.6863 0.9791 1.2373 1.4556 1.5848 0.286130 0.254617 1.929800 0.1756 0.2611 0.4611 0.6546 0.9259 1.0702 1.1866 0.289900 0.258846 Table A-17 Site Adjustment Factor Medians and Logarithmic Standard Deviation for F=5.000 Hz SA (g)

SAF-M1 SAF-M2 SAF-M3 SAF-M4 SAF-M5 SAF-M6 SAF-M7 LNSTDEV NL-LNSTDEV 0.019862 1.5242 1.7691 2.0907 2.3600 2.8051 3.0740 3.3685 0.114020 0.000000 0.033624 1.5049 1.7578 2.0237 2.3328 2.7810 3.0261 3.2925 0.116400 0.000000 0.049908 1.4563 1.6858 1.9133 2.2974 2.7288 2.9612 3.1963 0.122600 0.000000 0.072302 1.4090 1.6087 1.8433 2.2369 2.6533 2.8820 3.0980 0.129060 0.012051 0.104230 1.3154 1.5341 1.7625 2.1399 2.4973 2.7779 2.9771 0.136700 0.046644 0.155110 1.1860 1.3912 1.6482 1.9704 2.3000 2.6331 2.8251 0.148020 0.073476 0.233180 0.9831 1.2784 1.4962 1.8001 2.1111 2.4424 2.6424 0.164280 0.102356 0.358740 0.7496 1.1200 1.3098 1.6314 1.9562 2.1744 2.3993 0.185250 0.133440 0.555810 0.5363 0.8791 1.0578 1.3565 1.6331 1.9602 2.1010 0.210160 0.166301 0.865840 0.3567 0.5567 0.8123 1.0861 1.3251 1.6913 1.7709 0.235040 0.196806 1.378200 0.2325 0.3482 0.5828 0.7714 1.0058 1.3376 1.4756 0.258410 0.224197 2.216900 0.1544 0.2311 0.3921 0.5230 0.7006 0.9694 1.1213 0.271730 0.239428 Table A-18 Site Adjustment Factor Medians and Logarithmic Standard Deviation for F=6.667 Hz SA (g)

SAF-M1 SAF-M2 SAF-M3 SAF-M4 SAF-M5 SAF-M6 SAF-M7 LNSTDEV NL-LNSTDEV 0.020565 1.2069 1.4195 1.6300 1.8633 2.1814 2.6031 3.0155 0.121850 0.000000 0.035121 1.1956 1.4026 1.6197 1.8824 2.1936 2.5503 2.9004 0.123410 0.000000 0.053997 1.1449 1.3452 1.5762 1.8210 2.1572 2.4554 2.7726 0.130790 0.000000 0.080537 1.1051 1.3016 1.5309 1.7572 1.9936 2.3122 2.6476 0.137370 0.025075 0.118710 1.0736 1.2673 1.4852 1.6496 1.9509 2.1846 2.5186 0.144960 0.052646 0.178950 1.0482 1.2159 1.3825 1.5710 1.8087 2.0542 2.3697 0.154680 0.075393 0.271650 0.8885 1.0590 1.2418 1.4563 1.6045 1.9180 2.1769 0.167250 0.098645 0.420140 0.6788 0.9039 1.1544 1.2863 1.4366 1.7469 1.9466 0.180810 0.120210 0.653370 0.4635 0.6619 0.9481 1.0952 1.2335 1.5254 1.6646 0.197240 0.143742 1.020900 0.3012 0.4710 0.6858 0.8735 1.0404 1.2607 1.4034 0.222230 0.176478 1.626700 0.1911 0.3178 0.4734 0.6336 0.7992 0.9665 1.1226 0.244750 0.204110 2.616600 0.1291 0.2071 0.3217 0.4640 0.5902 0.7057 0.8048 0.262450 0.225029 Table A-19 Site Adjustment Factor Medians and Logarithmic Standard Deviation for F=10.000 Hz SA (g)

SAF-M1 SAF-M2 SAF-M3 SAF-M4 SAF-M5 SAF-M6 SAF-M7 LNSTDEV NL-LNSTDEV 0.020200 1.0855 1.3264 1.5383 1.8222 2.0995 2.6692 3.1101 0.114140 0.000000 0.034952 1.0741 1.3207 1.5226 1.8408 2.0783 2.6203 3.0041 0.115690 0.000000 0.056940 1.0105 1.2655 1.4478 1.7559 1.9645 2.5178 2.8389 0.125340 0.000000 0.089139 0.9574 1.1653 1.3853 1.6877 1.8886 2.3870 2.6333 0.133380 0.033731 0.136350 0.9206 1.0484 1.2547 1.6471 1.7817 2.2239 2.4275 0.140520 0.055619 0.209990 0.8450 0.9652 1.2141 1.4415 1.6939 2.0380 2.2740 0.148850 0.074188 0.324050 0.7290 0.8828 1.1132 1.2484 1.5773 1.7331 2.0659 0.160120 0.094795 0.506160 0.5120 0.7521 0.9165 1.0885 1.3082 1.5750 1.8821 0.172220 0.114050 0.792820 0.3521 0.5596 0.7299 0.8981 1.0847 1.3497 1.6065 0.185880 0.133787 1.245900 0.2330 0.3876 0.5515 0.7105 0.9034 1.0574 1.3049 0.206550 0.161278 1.988700 0.1511 0.2637 0.3949 0.5241 0.6963 0.8394 1.0094 0.230280 0.190726 3.198800 0.1046 0.1696 0.2734 0.3733 0.4955 0.6396 0.8220 0.255620 0.220656 Table A-20 Site Adjustment Factor Medians and Logarithmic Standard Deviation for F=13.333 Hz SA (g)

SAF-M1 SAF-M2 SAF-M3 SAF-M4 SAF-M5 SAF-M6 SAF-M7 LNSTDEV NL-LNSTDEV 0.018911 1.0537 1.3007 1.3668 1.7187 2.1164 2.4137 2.7784 0.080401 0.000000 0.033035 1.0278 1.2730 1.3394 1.6875 2.0741 2.3556 2.6800 0.082280 0.000000 0.056371 0.9080 1.1439 1.2177 1.5522 1.9073 2.2360 2.5244 0.093370 0.021415 0.091868 0.8272 1.0302 1.1294 1.4395 1.7172 2.0836 2.3468 0.102930 0.048324 0.144990 0.7554 0.9059 1.0553 1.3589 1.5988 1.9165 2.1657 0.111420 0.064460 0.227380 0.7016 0.8034 1.0023 1.2584 1.5049 1.7917 2.0281 0.120010 0.078377 0.355840 0.5895 0.7122 0.9111 1.0503 1.2665 1.5427 1.8721 0.130210 0.093248 0.560960 0.4309 0.6202 0.7472 0.9229 1.1063 1.3814 1.6740 0.145040 0.113036 0.884650 0.2957 0.4634 0.6082 0.7527 0.9006 1.1500 1.4272 0.164050 0.136576 1.397400 0.1995 0.3275 0.4636 0.5849 0.7468 0.9117 1.1799 0.189660 0.166468 2.234200 0.1323 0.2256 0.3381 0.4332 0.5667 0.7349 0.8982 0.221310 0.201789 3.593700 0.0930 0.1487 0.2355 0.3175 0.4182 0.5496 0.7460 0.249720 0.232596 Table A-21 Site Adjustment Factor Medians and Logarithmic Standard Deviation for F=20.000 Hz SA (g)

SAF-M1 SAF-M2 SAF-M3 SAF-M4 SAF-M5 SAF-M6 SAF-M7 LNSTDEV NL-LNSTDEV 0.016034 1.0722 1.3045 1.3922 1.6782 2.0091 2.2943 2.6566 0.060714 0.000000 0.028335 1.0347 1.2654 1.3374 1.6234 1.9496 2.2348 2.5617 0.061290 0.006563 0.051616 0.8529 1.0718 1.0879 1.3882 1.6896 2.0374 2.3573 0.069053 0.032480 0.089611 0.7218 0.8834 0.9467 1.2342 1.4658 1.9108 2.1606 0.077508 0.047897 0.148880 0.6251 0.7338 0.8520 1.1220 1.3235 1.6880 1.9642 0.086789 0.061798 0.240690 0.5644 0.6152 0.7817 0.9796 1.2408 1.5319 1.7958 0.096884 0.075320 0.385790 0.4812 0.5574 0.7069 0.8171 1.0300 1.2997 1.6322 0.109650 0.091158 0.618400 0.3567 0.4873 0.5851 0.7089 0.8641 1.1049 1.4190 0.127100 0.111539 0.987410 0.2514 0.3766 0.4740 0.5789 0.7007 0.9159 1.1860 0.150610 0.137732 1.574400 0.1729 0.2713 0.3777 0.4689 0.5753 0.7288 0.9808 0.182770 0.172312 2.524300 0.1165 0.1918 0.2779 0.3559 0.4489 0.5762 0.7761 0.218110 0.209424 4.060400 0.0824 0.1318 0.2026 0.2660 0.3411 0.4356 0.6001 0.249320 0.241758 Table A-22 Site Adjustment Factor Medians and Logarithmic Standard Deviation for F=25.000 Hz SA (g)

SAF-M1 SAF-M2 SAF-M3 SAF-M4 SAF-M5 SAF-M6 SAF-M7 LNSTDEV NL-LNSTDEV 0.014262 1.1539 1.3769 1.4958 1.7724 2.0931 2.2820 2.6211 0.054221 0.000000 0.025288 1.1072 1.3278 1.4321 1.7090 2.0165 2.2275 2.5348 0.054441 0.003131 0.047327 0.8775 1.0762 1.1143 1.3901 1.6712 1.9694 2.2576 0.059628 0.024525 0.085060 0.7152 0.8758 0.9128 1.1786 1.4036 1.7381 2.0172 0.066781 0.038803 0.145780 0.6034 0.7034 0.7885 1.0310 1.1903 1.5427 1.7989 0.075590 0.052534 0.240200 0.5371 0.5783 0.7128 0.8845 1.0957 1.3677 1.6020 0.086090 0.066764 0.390940 0.4534 0.5130 0.6423 0.7350 0.9332 1.1728 1.4356 0.099552 0.083406 0.633700 0.3365 0.4544 0.5374 0.6279 0.7666 0.9684 1.2425 0.118330 0.105109 1.020400 0.2423 0.3483 0.4369 0.5234 0.6237 0.8050 1.0386 0.144640 0.134040 1.637100 0.1657 0.2503 0.3481 0.4274 0.5206 0.6472 0.8589 0.179120 0.170675 2.630000 0.1118 0.1791 0.2577 0.3267 0.4102 0.5189 0.6795 0.216840 0.209918 4.230300 0.0792 0.1216 0.1901 0.2490 0.3164 0.3908 0.5548 0.250070 0.244092 Table A-23 Site Adjustment Factor Medians and Logarithmic Standard Deviation for F=33.333 Hz SA (g)

SAF-M1 SAF-M2 SAF-M3 SAF-M4 SAF-M5 SAF-M6 SAF-M7 LNSTDEV NL-LNSTDEV 0.012248 1.3071 1.5356 1.6864 1.9513 2.2912 2.4107 2.7479 0.050952 0.000000 0.021683 1.2540 1.4797 1.6153 1.8865 2.1931 2.3457 2.6563 0.050544 0.000000 0.040968 0.9746 1.1712 1.2338 1.4925 1.7595 2.0014 2.2885 0.052587 0.014313 0.076264 0.7595 0.9283 0.9576 1.1903 1.4029 1.6976 1.9721 0.057192 0.026653 0.135930 0.6182 0.7163 0.7816 0.9895 1.1224 1.4526 1.7058 0.064468 0.039945 0.229880 0.5379 0.5756 0.6869 0.8393 1.0038 1.2430 1.4850 0.074112 0.054148 0.382330 0.4484 0.4960 0.6093 0.6941 0.8497 1.0436 1.2888 0.087540 0.071433 0.629960 0.3296 0.4358 0.5068 0.5845 0.6942 0.8597 1.1085 0.106740 0.093983 1.027000 0.2384 0.3285 0.4127 0.4863 0.5715 0.7122 0.9213 0.133820 0.123884 1.663100 0.1629 0.2369 0.3286 0.3939 0.4727 0.5936 0.7668 0.170430 0.162745 2.679400 0.1098 0.1650 0.2469 0.3134 0.3810 0.4757 0.6135 0.210350 0.204173 4.309800 0.0778 0.1140 0.1799 0.2362 0.2983 0.3718 0.5108 0.244970 0.239687 Table A-24 Site Adjustment Factor Medians and Logarithmic Standard Deviation for F=40.000 Hz SA (g)

SAF-M1 SAF-M2 SAF-M3 SAF-M4 SAF-M5 SAF-M6 SAF-M7 LNSTDEV NL-LNSTDEV 0.011283 1.4080 1.6436 1.8139 2.0640 2.4258 2.5193 2.8609 0.050422 0.000000 0.019888 1.3559 1.5890 1.7441 2.0119 2.3276 2.4521 2.7638 0.049909 0.000000 0.037050 1.0652 1.2675 1.3465 1.6077 1.8742 2.0947 2.3757 0.050867 0.009782 0.069639 0.8189 0.9896 1.0249 1.2520 1.4633 1.7293 2.0023 0.054233 0.021200 0.126720 0.6510 0.7529 0.8141 1.0124 1.1338 1.4376 1.6864 0.060412 0.034027 0.217750 0.5592 0.5950 0.7040 0.8521 0.9906 1.2183 1.4476 0.069400 0.048214 0.367300 0.4606 0.5069 0.6162 0.6976 0.8456 1.0243 1.2329 0.082561 0.065761 0.612000 0.3380 0.4376 0.5064 0.5777 0.6828 0.8400 1.0568 0.102030 0.088985 1.006500 0.2404 0.3277 0.4132 0.4837 0.5555 0.6840 0.8898 0.129860 0.119883 1.640400 0.1649 0.2346 0.3233 0.3885 0.4630 0.5751 0.7413 0.167510 0.159899 2.648100 0.1113 0.1627 0.2462 0.3082 0.3720 0.4632 0.5966 0.208270 0.202199 4.259500 0.0788 0.1128 0.1802 0.2347 0.2920 0.3633 0.4941 0.243190 0.238012 Table A-25 Site Adjustment Factor Medians and Logarithmic Standard Deviation for F=50.000 Hz SA (g)

SAF-M1 SAF-M2 SAF-M3 SAF-M4 SAF-M5 SAF-M6 SAF-M7 LNSTDEV NL-LNSTDEV 0.010462 1.5114 1.7574 1.9459 2.1821 2.5550 2.6418 2.9680 0.050534 0.000000 0.018325 1.4645 1.7089 1.8827 2.1375 2.4770 2.5813 2.8783 0.050001 0.000000 0.032997 1.1881 1.4040 1.5009 1.7713 2.0429 2.2354 2.5126 0.050633 0.007362 0.061472 0.9195 1.1001 1.1438 1.3796 1.5911 1.8343 2.0979 0.053578 0.019002 0.113440 0.7192 0.8307 0.8930 1.0874 1.2080 1.4913 1.7302 0.059366 0.031856 0.198100 0.6094 0.6458 0.7571 0.9046 1.0270 1.2420 1.4497 0.068104 0.046137 0.339550 0.4849 0.5441 0.6518 0.7325 0.8617 1.0355 1.2523 0.081381 0.064135 0.573520 0.3609 0.4615 0.5328 0.5932 0.6950 0.8538 1.0624 0.101190 0.087920 0.953500 0.2520 0.3427 0.4308 0.5009 0.5671 0.6849 0.9051 0.129600 0.119527 1.567000 0.1727 0.2394 0.3307 0.3990 0.4691 0.5702 0.7387 0.167820 0.160169 2.536300 0.1166 0.1665 0.2551 0.3118 0.3822 0.4575 0.6108 0.209200 0.203114 4.079700 0.0822 0.1157 0.1874 0.2390 0.2997 0.3566 0.4836 0.245010 0.239834 Table A-26 Site Adjustment Factor Medians and Logarithmic Standard Deviation for F=100.000 Hz SA (g)

SAF-M1 SAF-M2 SAF-M3 SAF-M4 SAF-M5 SAF-M6 SAF-M7 LNSTDEV NL-LNSTDEV 0.009464 1.6636 1.9291 2.1416 2.3856 2.7768 2.8449 3.1506 0.050573 0.000000 0.016379 1.6315 1.8983 2.0974 2.3508 2.7255 2.8068 3.0791 0.049977 0.000000 0.027018 1.4433 1.6975 1.8235 2.1254 2.4339 2.5563 2.8316 0.050071 0.002378 0.045488 1.2347 1.4666 1.5300 1.8232 2.0576 2.2553 2.5061 0.051993 0.014206 0.078248 1.0348 1.1954 1.2790 1.5226 1.6607 1.9300 2.1420 0.056473 0.026225 0.133750 0.8971 0.9498 1.1028 1.2982 1.4184 1.6473 1.8241 0.064239 0.040314 0.229200 0.7143 0.8007 0.9492 1.0497 1.1877 1.3738 1.5560 0.076838 0.058332 0.391400 0.5272 0.6696 0.7612 0.8501 0.9700 1.1113 1.3103 0.096740 0.082808 0.661040 0.3624 0.4879 0.6125 0.6953 0.7677 0.9175 1.0850 0.126080 0.115736 1.103200 0.2450 0.3306 0.4595 0.5489 0.6443 0.7330 0.8922 0.165380 0.157636 1.795200 0.1635 0.2307 0.3533 0.4262 0.5198 0.6000 0.7367 0.207880 0.201774 2.887700 0.1156 0.1600 0.2616 0.3254 0.4118 0.4837 0.5950 0.246480 0.241352 Table A-27 Site Adjustment Factor Medians and Logarithmic Standard Deviation for PGA SA (g)

SAF-M1 SAF-M2 SAF-M3 SAF-M4 SAF-M5 SAF-M6 SAF-M7 LNSTDEV NL-LNSTDEV 0.009337 2.2665 2.4859 2.7907 3.0866 3.3481 3.6229 4.0789 0.002522 0.000000 0.016224 2.2246 2.4360 2.7036 2.8873 3.2236 3.5887 3.9619 0.002393 0.000000 0.026327 1.9680 2.3957 2.5153 2.7071 2.9585 3.4528 3.6082 0.002373 0.000000 0.042833 1.6397 2.0679 2.2814 2.4422 2.6421 2.9584 3.0735 0.002568 0.000954 0.069979 1.4283 1.7685 1.9196 2.1881 2.3133 2.5139 2.5555 0.003068 0.001931 0.114444 1.2175 1.5014 1.6124 1.8690 1.9379 2.1198 2.2132 0.003789 0.002945 0.187600 0.9801 1.2187 1.3258 1.5364 1.6376 1.7686 1.8802 0.004602 0.003936 0.307924 0.7099 0.9305 1.0549 1.2348 1.3785 1.4798 1.6215 0.005576 0.005041 0.504877 0.4937 0.6698 0.8151 0.9764 1.1424 1.2402 1.3766 0.007605 0.007221 0.826150 0.3361 0.4642 0.6111 0.7463 0.9104 1.0074 1.1399 0.010230 0.009949 1.340724 0.2201 0.3220 0.4478 0.5640 0.7062 0.8224 0.9601 0.012280 0.012047 2.170321 0.1670 0.2260 0.3240 0.4271 0.5415 0.6458 0.7774 0.012625 0.012397 Table A-28 Control Point Total Mean Hazard Curves for F=0.100 to 1.000 Hz SA(g)

F0.100Hz F0.133Hz F0.200Hz F0.250Hz F0.333Hz F0.500Hz F0.667Hz F1.000Hz 0.00100 3.44385E-03 4.23215E-03 5.32193E-03 6.16614E-03 7.55913E-03 1.16790E-02 1.56220E-02 2.36597E-02 0.00130 3.03259E-03 3.84232E-03 5.02741E-03 5.83905E-03 7.13460E-03 1.11650E-02 1.48628E-02 2.36597E-02 0.00160 2.56403E-03 3.47178E-03 4.56142E-03 5.32135E-03 6.50223E-03 9.95090E-03 1.37266E-02 2.30955E-02 0.00200 2.14524E-03 2.96806E-03 4.11802E-03 4.87658E-03 5.87961E-03 8.76841E-03 1.19521E-02 2.14575E-02 0.00250 1.73216E-03 2.61514E-03 3.67320E-03 4.42167E-03 5.30570E-03 7.73047E-03 1.06421E-02 2.03384E-02 0.00320 1.32002E-03 2.15691E-03 3.20142E-03 3.93988E-03 4.77068E-03 6.97566E-03 9.24766E-03 1.79861E-02 0.00400 9.65687E-04 1.70146E-03 2.74737E-03 3.44320E-03 4.25063E-03 6.19602E-03 8.06488E-03 1.55518E-02 0.00500 7.14657E-04 1.28294E-03 2.29189E-03 2.94351E-03 3.74080E-03 5.50536E-03 7.08169E-03 1.34345E-02 0.00630 4.71376E-04 9.18079E-04 1.81269E-03 2.42906E-03 3.21257E-03 4.85946E-03 6.27545E-03 1.15372E-02 0.00790 3.04605E-04 6.18806E-04 1.35195E-03 1.90863E-03 2.66731E-03 4.23125E-03 5.46895E-03 9.88013E-03 0.01000 1.84045E-04 4.01129E-04 9.74281E-04 1.48305E-03 2.17207E-03 3.64187E-03 4.72516E-03 8.44726E-03 0.01260 1.08619E-04 2.66756E-04 6.86968E-04 1.09437E-03 1.71117E-03 3.07678E-03 4.06043E-03 7.21163E-03 0.01580 5.92049E-05 1.57629E-04 4.55795E-04 7.57694E-04 1.27735E-03 2.51136E-03 3.42749E-03 6.14227E-03 0.02000 3.07689E-05 8.86206E-05 2.84857E-04 5.03248E-04 9.29069E-04 1.98705E-03 2.80261E-03 5.25466E-03 Table A-28 Control Point Total Mean Hazard Curves for F=0.100 to 1.000 Hz SA(g)

F0.100Hz F0.133Hz F0.200Hz F0.250Hz F0.333Hz F0.500Hz F0.667Hz F1.000Hz 0.02510 1.54343E-05 4.85356E-05 1.72746E-04 3.24161E-04 6.89774E-04 1.55585E-03 2.31132E-03 4.40628E-03 0.03160 7.46801E-06 2.51179E-05 1.00456E-04 2.00211E-04 4.66438E-04 1.17000E-03 1.82389E-03 3.65077E-03 0.03980 3.53992E-06 1.24616E-05 5.49055E-05 1.16833E-04 2.97536E-04 8.47888E-04 1.38584E-03 3.08089E-03 0.05010 1.70814E-06 6.17121E-06 2.88695E-05 6.52236E-05 1.82214E-04 6.01139E-04 1.01323E-03 2.47252E-03 0.06310 8.36968E-07 3.21567E-06 1.55789E-05 3.65342E-05 1.10521E-04 4.23023E-04 7.74547E-04 1.96589E-03 0.07940 4.05229E-07 1.68993E-06 9.11071E-06 2.16104E-05 6.88888E-05 2.83233E-04 5.67515E-04 1.50836E-03 0.10000 1.90571E-07 8.29909E-07 4.98834E-06 1.19805E-05 4.08812E-05 1.77421E-04 3.75043E-04 1.12328E-03 0.12600 8.83337E-08 3.90776E-07 2.51308E-06 6.55200E-06 2.42121E-05 1.06183E-04 2.49058E-04 8.08776E-04 0.15800 4.09814E-08 1.81365E-07 1.21950E-06 3.35967E-06 1.32460E-05 6.51860E-05 1.81163E-04 6.18377E-04 0.20000 1.82222E-08 8.12809E-08 5.95719E-07 1.90263E-06 7.59907E-06 4.25559E-05 1.10524E-04 4.22354E-04 0.25100 8.37969E-09 3.82085E-08 3.15261E-07 1.10101E-06 4.67865E-06 2.64449E-05 6.65313E-05 3.22528E-04 0.31600 3.79655E-09 1.81013E-08 1.64222E-07 5.53079E-07 2.52855E-06 1.55048E-05 4.99848E-05 2.17351E-04 0.39800 1.68901E-09 8.73756E-09 8.11929E-08 3.24614E-07 1.42908E-06 9.31572E-06 2.93383E-05 1.47312E-04 0.50100 7.54301E-10 4.19128E-09 4.00470E-08 1.80902E-07 7.87975E-07 5.20959E-06 1.62887E-05 8.67794E-05 0.63100 3.26381E-10 1.93298E-09 1.97937E-08 9.48815E-08 4.40672E-07 2.92495E-06 9.28502E-06 4.95592E-05 0.79400 1.39712E-10 8.69539E-10 9.84978E-09 5.63561E-08 2.48579E-07 1.64610E-06 5.12140E-06 2.70270E-05 1.00000 5.83394E-11 3.79181E-10 4.81872E-09 3.07264E-08 1.39303E-07 9.17394E-07 2.77744E-06 1.36354E-05 1.26000 2.39150E-11 1.63257E-10 2.31828E-09 1.68388E-08 7.97219E-08 5.10432E-07 1.42178E-06 6.53145E-06 1.58000 9.88673E-12 7.14372E-11 1.12638E-09 9.88170E-09 4.58531E-08 2.86531E-07 7.37475E-07 3.06958E-06 2.00000 3.83978E-12 2.99694E-11 5.26481E-10 5.35340E-09 2.60887E-08 1.56861E-07 3.75512E-07 1.34153E-06 2.51000 1.50908E-12 1.28398E-11 2.48586E-10 3.03629E-09 1.51387E-08 8.77285E-08 1.98413E-07 5.86264E-07 3.16000 5.79299E-13 5.34056E-12 1.15356E-10 1.71809E-09 8.75565E-09 4.86226E-08 1.05075E-07 2.51040E-07 3.98000 2.15421E-13 2.14680E-12 5.32280E-11 9.41822E-10 5.05838E-09 2.68812E-08 5.61436E-08 1.07531E-07 5.01000 7.67974E-14 8.41716E-13 2.42452E-11 5.26206E-10 2.92496E-09 1.48520E-08 3.02942E-08 4.63216E-08 6.31000 2.70048E-14 3.25406E-13 1.07930E-11 2.90573E-10 1.69058E-09 8.17168E-09 1.64235E-08 1.99729E-08 7.94000 9.20922E-15 1.22115E-13 4.81797E-12 1.59897E-10 9.80149E-10 4.48909E-09 8.96498E-09 8.65703E-09 10.00000 2.99255E-15 4.40501E-14 2.11640E-12 8.77885E-11 5.66175E-10 2.44872E-09 4.89890E-09 3.74173E-09 Table A-29 Control Point Total Mean Hazard Curves for F=1.333 to 10.000 Hz SA(g)

F1.333Hz F2.000Hz F2.500Hz F3.333Hz F4.000Hz F5.000Hz F6.667Hz F10.000Hz 0.00100 2.91230E-02 3.43043E-02 3.57006E-02 3.68934E-02 3.71203E-02 3.74158E-02 3.74261E-02 3.69215E-02 0.00130 2.91230E-02 3.43043E-02 3.57006E-02 3.68934E-02 3.71203E-02 3.74158E-02 3.74261E-02 3.68051E-02 0.00160 2.91230E-02 3.43043E-02 3.57006E-02 3.68934E-02 3.71203E-02 3.74158E-02 3.70371E-02 3.64046E-02 0.00200 2.89458E-02 3.43043E-02 3.57006E-02 3.68934E-02 3.71203E-02 3.70179E-02 3.57032E-02 3.51285E-02 0.00250 2.77021E-02 3.41447E-02 3.51939E-02 3.64455E-02 3.66913E-02 3.66285E-02 3.42155E-02 3.34605E-02 0.00320 2.65491E-02 3.30221E-02 3.35949E-02 3.55514E-02 3.58345E-02 3.43478E-02 3.21800E-02 3.14936E-02 0.00400 2.41532E-02 3.03452E-02 3.11953E-02 3.41794E-02 3.45179E-02 3.20928E-02 2.99392E-02 2.92322E-02 0.00500 2.14421E-02 2.76570E-02 2.87821E-02 3.19933E-02 3.18632E-02 2.98161E-02 2.74328E-02 2.67518E-02 0.00630 1.87750E-02 2.50186E-02 2.64575E-02 2.95852E-02 2.95588E-02 2.71522E-02 2.47286E-02 2.38943E-02 0.00790 1.62994E-02 2.22211E-02 2.36684E-02 2.70447E-02 2.68458E-02 2.43208E-02 2.19216E-02 2.08780E-02 0.01000 1.40062E-02 1.93663E-02 2.07547E-02 2.37151E-02 2.35219E-02 2.14417E-02 1.90927E-02 1.81953E-02 0.01260 1.19412E-02 1.66501E-02 1.79332E-02 2.08135E-02 2.06188E-02 1.85662E-02 1.63405E-02 1.56717E-02 0.01580 1.01209E-02 1.42559E-02 1.52691E-02 1.79576E-02 1.77425E-02 1.57886E-02 1.38198E-02 1.33243E-02 0.02000 8.54619E-03 1.18851E-02 1.27940E-02 1.52521E-02 1.50137E-02 1.32524E-02 1.15215E-02 1.11907E-02 0.02510 7.16801E-03 9.96003E-03 1.06303E-02 1.27438E-02 1.25457E-02 1.07128E-02 9.48109E-03 9.31816E-03 0.03160 5.98718E-03 8.24139E-03 8.74954E-03 1.05478E-02 1.00069E-02 8.64004E-03 7.74226E-03 7.70504E-03 0.03980 4.96770E-03 6.73845E-03 7.10599E-03 8.59429E-03 8.10735E-03 6.95397E-03 6.18039E-03 6.34281E-03 0.05010 4.07061E-03 5.45953E-03 5.72564E-03 6.65634E-03 6.50323E-03 5.58294E-03 5.01894E-03 5.12929E-03 0.06310 3.31230E-03 4.39968E-03 4.58733E-03 5.53439E-03 5.20135E-03 4.48733E-03 4.08546E-03 4.19245E-03 0.07940 2.68207E-03 3.51037E-03 3.65461E-03 4.23674E-03 4.13116E-03 3.49176E-03 3.24963E-03 3.37900E-03 0.10000 2.18334E-03 2.77143E-03 3.01010E-03 3.37636E-03 3.31589E-03 2.81870E-03 2.62395E-03 2.66833E-03 0.12600 1.68403E-03 2.20029E-03 2.50395E-03 2.69377E-03 2.66793E-03 2.25152E-03 2.04313E-03 2.15752E-03 0.15800 1.35428E-03 1.74193E-03 1.96373E-03 2.08324E-03 2.14077E-03 1.76246E-03 1.61158E-03 1.63620E-03 0.20000 9.78975E-04 1.31546E-03 1.45378E-03 1.55722E-03 1.54713E-03 1.34262E-03 1.16979E-03 1.23797E-03 0.25100 7.06548E-04 9.95199E-04 1.09493E-03 1.19600E-03 1.17558E-03 9.62487E-04 8.33843E-04 8.90218E-04 0.31600 4.92775E-04 7.17445E-04 7.94622E-04 8.69780E-04 8.28973E-04 6.31681E-04 5.41517E-04 5.93977E-04 0.39800 3.34537E-04 4.82767E-04 5.28983E-04 5.74573E-04 5.52535E-04 3.99625E-04 3.26569E-04 3.67323E-04 0.50100 2.03879E-04 3.02908E-04 3.15648E-04 3.53155E-04 3.33210E-04 2.32869E-04 1.78679E-04 1.99869E-04 0.63100 1.15890E-04 1.75656E-04 1.76827E-04 2.03303E-04 1.85392E-04 1.21574E-04 8.67042E-05 9.50035E-05 Table A-29 Control Point Total Mean Hazard Curves for F=1.333 to 10.000 Hz SA(g)

F1.333Hz F2.000Hz F2.500Hz F3.333Hz F4.000Hz F5.000Hz F6.667Hz F10.000Hz 0.79400 6.39478E-05 9.20145E-05 9.39326E-05 1.03448E-04 9.49274E-05 5.60833E-05 3.70744E-05 4.21506E-05 1.00000 3.18430E-05 4.51714E-05 4.62720E-05 4.72854E-05 4.29409E-05 2.28943E-05 1.39839E-05 1.69107E-05 1.26000 1.46954E-05 2.09757E-05 2.05017E-05 1.99208E-05 1.65607E-05 8.34427E-06 4.61613E-06 5.77774E-06 1.58000 6.53003E-06 9.18406E-06 8.30841E-06 7.74685E-06 5.47809E-06 2.76963E-06 1.36632E-06 1.73763E-06 2.00000 2.64466E-06 3.50665E-06 2.95520E-06 2.45918E-06 1.41871E-06 7.70455E-07 3.21493E-07 4.52840E-07 2.51000 1.06070E-06 1.25989E-06 1.01198E-06 6.37410E-07 3.12730E-07 1.91596E-07 6.50618E-08 1.19793E-07 3.16000 4.14943E-07 4.11977E-07 3.07595E-07 1.15540E-07 5.50695E-08 3.90279E-08 1.04991E-08 3.20946E-08 3.98000 1.64608E-07 1.26957E-07 7.92885E-08 1.38702E-08 8.09327E-09 6.85433E-09 1.39494E-09 8.53526E-09 5.01000 6.70852E-08 3.79189E-08 1.70490E-08 1.07860E-09 1.00505E-09 1.09090E-09 1.46740E-10 2.12516E-09 6.31000 2.78873E-08 1.11226E-08 3.14590E-09 5.51385E-11 9.87823E-11 1.51761E-10 1.09543E-11 4.56870E-10 7.94000 1.18302E-08 3.25964E-09 5.33790E-10 2.04124E-12 7.08267E-12 1.70818E-11 5.37242E-13 7.74817E-11 10.00000 5.06564E-09 9.42092E-10 8.47796E-11 5.36076E-14 3.27550E-13 1.36437E-12 1.57249E-14 9.12898E-12 Table A-30 Control Point Total Mean Hazard Curves for F=13.333 to 100.000 Hz and PGA SA(g)

F13.333Hz F20.000Hz F25.000Hz F33.333Hz F40.000Hz F50.000Hz F100.000Hz PGA 0.00100 3.63946E-02 3.57219E-02 3.51662E-02 3.44551E-02 3.39896E-02 3.32377E-02 3.16864E-02 3.14272E-02 0.00130 3.62736E-02 3.57219E-02 3.51662E-02 3.44551E-02 3.39896E-02 3.32377E-02 3.16864E-02 3.14272E-02 0.00160 3.54205E-02 3.52846E-02 3.50361E-02 3.43186E-02 3.39896E-02 3.32377E-02 3.16864E-02 3.14272E-02 0.00200 3.41131E-02 3.37923E-02 3.41197E-02 3.38505E-02 3.35022E-02 3.27315E-02 3.15286E-02 3.14272E-02 0.00250 3.24090E-02 3.20094E-02 3.19599E-02 3.23614E-02 3.19642E-02 3.11352E-02 3.04191E-02 3.12679E-02 0.00320 3.03242E-02 2.99377E-02 2.96832E-02 2.96625E-02 2.95813E-02 2.87449E-02 2.77770E-02 3.07234E-02 0.00400 2.79746E-02 2.73831E-02 2.71089E-02 2.71663E-02 2.71468E-02 2.63060E-02 2.45909E-02 2.81287E-02 0.00500 2.54943E-02 2.45567E-02 2.41063E-02 2.47673E-02 2.47420E-02 2.38548E-02 2.20481E-02 2.48285E-02 0.00630 2.29240E-02 2.16857E-02 2.14261E-02 2.22672E-02 2.17306E-02 2.13271E-02 1.91311E-02 2.22876E-02 0.00790 2.02791E-02 1.91446E-02 1.89223E-02 1.97480E-02 1.90860E-02 1.86801E-02 1.66235E-02 1.97031E-02 0.01000 1.75878E-02 1.66853E-02 1.65072E-02 1.68122E-02 1.66548E-02 1.62521E-02 1.42671E-02 1.71314E-02 0.01260 1.51795E-02 1.43892E-02 1.38169E-02 1.41294E-02 1.43533E-02 1.38537E-02 1.20857E-02 1.46932E-02 0.01580 1.29458E-02 1.22664E-02 1.17656E-02 1.18232E-02 1.22384E-02 1.13870E-02 1.01089E-02 1.24360E-02 Table A-30 Control Point Total Mean Hazard Curves for F=13.333 to 100.000 Hz and PGA SA(g)

F13.333Hz F20.000Hz F25.000Hz F33.333Hz F40.000Hz F50.000Hz F100.000Hz PGA 0.02000 1.06285E-02 1.03788E-02 9.94777E-03 9.61567E-03 9.95146E-03 9.55259E-03 8.38491E-03 1.01391E-02 0.02510 8.88926E-03 8.71150E-03 8.34697E-03 8.04354E-03 8.33165E-03 7.97805E-03 6.91997E-03 7.96788E-03 0.03160 7.38142E-03 7.23673E-03 6.95963E-03 6.64397E-03 6.72696E-03 6.61983E-03 5.55935E-03 6.49327E-03 0.03980 6.07947E-03 5.65801E-03 5.65226E-03 5.31987E-03 5.32228E-03 5.10580E-03 4.39127E-03 5.24004E-03 0.05010 4.93820E-03 4.41005E-03 4.48400E-03 4.24861E-03 4.08142E-03 3.91522E-03 3.59012E-03 4.16292E-03 0.06310 3.96818E-03 3.55759E-03 3.37955E-03 3.15492E-03 3.03115E-03 2.99420E-03 2.70773E-03 3.10473E-03 0.07940 3.14377E-03 2.83639E-03 2.62719E-03 2.39875E-03 2.30293E-03 2.15387E-03 1.95119E-03 2.32381E-03 0.10000 2.43793E-03 2.15004E-03 1.88143E-03 1.66553E-03 1.55448E-03 1.45752E-03 1.42090E-03 1.65925E-03 0.12600 1.93484E-03 1.59548E-03 1.41616E-03 1.20041E-03 1.09720E-03 1.01068E-03 9.27889E-04 1.11506E-03 0.15800 1.49480E-03 1.18959E-03 1.01147E-03 7.91354E-04 6.97582E-04 6.15710E-04 5.93856E-04 7.22451E-04 0.20000 1.11641E-03 8.40804E-04 6.70441E-04 5.07880E-04 4.41153E-04 3.79772E-04 3.46190E-04 3.98185E-04 0.25100 7.48207E-04 5.64112E-04 4.29960E-04 3.03388E-04 2.47309E-04 2.02953E-04 1.81166E-04 2.27980E-04 0.31600 4.84343E-04 3.47364E-04 2.53145E-04 1.59850E-04 1.26972E-04 1.00018E-04 8.56802E-05 1.01759E-04 0.39800 2.82697E-04 1.91938E-04 1.33075E-04 7.66714E-05 5.88521E-05 4.49867E-05 3.60092E-05 4.33185E-05 0.50100 1.47586E-04 9.65036E-05 6.31745E-05 3.38516E-05 2.48737E-05 1.87204E-05 1.41012E-05 1.63703E-05 0.63100 7.07434E-05 4.46514E-05 2.74239E-05 1.40264E-05 9.99048E-06 7.31668E-06 5.38135E-06 6.23584E-06 0.79400 3.09581E-05 1.89428E-05 1.12289E-05 5.55709E-06 3.91486E-06 2.82381E-06 1.98682E-06 2.54098E-06 1.00000 1.20897E-05 7.28130E-06 4.20570E-06 2.09283E-06 1.48404E-06 1.04782E-06 7.12543E-07 7.77612E-07 1.26000 4.19041E-06 2.54652E-06 1.47676E-06 7.47708E-07 5.28174E-07 3.63255E-07 2.49207E-07 2.07814E-07 1.58000 1.37200E-06 8.59829E-07 4.98788E-07 2.56750E-07 1.80230E-07 1.22240E-07 8.56035E-08 6.54799E-08 2.00000 3.91126E-07 2.56601E-07 1.49439E-07 8.00355E-08 5.56267E-08 3.63222E-08 2.65425E-08 1.51856E-08 2.51000 1.10293E-07 7.32486E-08 4.46628E-08 2.50203E-08 1.70140E-08 1.01748E-08 8.05748E-09 2.76994E-09 3.16000 3.12947E-08 1.87151E-08 1.26361E-08 7.24149E-09 4.74459E-09 2.48553E-09 2.22596E-09 3.37366E-10 3.98000 8.95437E-09 4.24927E-09 3.32708E-09 1.89085E-09 1.17562E-09 5.19546E-10 5.50045E-10 5.96631E-11 5.01000 2.44705E-09 8.22639E-10 7.69648E-10 4.20829E-10 2.44136E-10 8.83674E-11 1.17030E-10 7.73299E-12 6.31000 5.82361E-10 1.24764E-10 1.41053E-10 7.21945E-11 3.84344E-11 1.12526E-11 2.02282E-11 4.71499E-13 7.94000 1.08552E-10 1.37470E-11 1.87027E-11 8.74647E-12 4.21975E-12 1.00686E-12 2.73299E-12 1.82345E-14 10.00000 1.39456E-11 9.99301E-13 1.62720E-12 6.79642E-13 2.94346E-13 5.82345E-14 2.71499E-13 1.17030E-16