Text

Rev 1 to Test Plan A-000150, Dynamic Testing of Typical Cable Tray Support Configurations
	ML20206T345
Person / Time
Site:	Comanche Peak
Issue date:	12/31/1985
From:	Walton W, Woo C; ANCO ENGINEERS, INC.
To:	;
Shared Package
ML20206T195	List: ML20206T199; ML20206T207; ML20206T213; ML20206T220; ML20206T239; ML20206T255; ML20206T261; ML20206T309; ML20206T327; ML20206T345; ML20206T380; ML20206T388; ML20206T400; ML20206T407; ML20206T415; ML20206T423; ML20206T429; ML20206T435; ML20206T443; ML20206T450; ML20206T845; ML20206T849; ML20206T884; TXX-4987, Forwards Evaluation & Resolution of Generic Technical Issues for Cable Tray Hangers, Prepared by Ebasco Svcs,Inc & Related Repts & Procedures;
References
	A-000150, A-150, NUDOCS 8610060212
	Download: ML20206T345 (184)
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1806.01G, Document No. A-000150 Rev. 1, December 1985

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1 Test Plan I

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DYNAMIC TESTING OF TYPICAL CABLE TRAY SUPPORT CONFIGURATIONS COMANCHE PEAK STEAM ELECTRIC STATION (CPSES)

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ANCO ENGINEERS, INC.

9937 Jefferson Boulevard Culver City Califomia 90230-3591 (213) 204-5050 Telex:182378 Cable: ANCOENG I '

ANCO. ENGINEERS, INC.

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Test Plan DYNAMIC TESTING O'F TYPICAL CABLE TRAY SUPPORT CONFIGURATIONS CONANCHE PEAK STEAN ELECTRIC STATION (CPSES)

TEST CASES 1 THROUGH 5 Document Number A-000150

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Prepared for TEXAS UTILITIES GENERATING COMPANY Glen Rose, Texas Approval Signatures A_

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Techn'ical QA/Date Editorial QA/Date 4LZ~ld-u2plw Chief Engineer /Date Prepared by The Technical Staff ANCO ENGINEERS. INC.

9937 Jefferson Boulevard Culver City, California 90232-3591 (213) 204-5050 Rev. 1 Deceaber 1985 Test Plan, Document No. A-000150, Page i of v I

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g REVISION RECORD PAGE Test Plan DYNAMIC TESTING OF TYPICAL CABLE TRAY SUPPORT CONFIGURATIONS COMANCHE PEAK STEAM ELECTRIC STATION (CPSES)

TEST CASES 1 THROUGH 5 Document No. A-000150 Rev.

Date Comments Approved 0

12/85 Original Issue g

I 12/85 Page 1, replaced bulleted text and changed "They' to " Test types."

Page 3, added Subsection 2.2.1.

Page 5, changed "a, a, a, and a "t

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Page 6, changed per page 5 and moved Location D3.

Page 7, capitalized "d" and added Subsection 4.2.4.

Page 14, changed " performance" to " response" and deleted "one half of" and added sentence to end of Subsection 6.2.1, par. 1.

Page 15, deleted "1.5 x OBE ZPA" and added "at the raceway's anchorage elevations (+ 3 in.)."

Page 16, added par. to Subsection 6.2.5.5.

Page 18, added "(or designated client repre-sentative)."

Page 84, changed "42, 21, 2.8, and 3200" to "90, 60, 4.0, and 10,000," respectively. Changed footnote to read " Estimated values."

Added, in Section 8.7, pages 130 to 135.

Page 136, renumbered page and added paragraph

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to Section 8.9.

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Test Plan, Document No. A-000150, Page 11 of v

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TABLE OF CONTENTS

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1.0 OBJECTIVES......................................................

1

2.0 REFERENCES

3 2.1 ANCO Documents.............................................

3 2.2 TUGC0 Documents............................................

3 2.3 Industry Documents.........................................

3 3.0 PERFORMANCE CRITERIA............................................

4 4.0 TEST EQUIPMENT..................................................

5 4.1 The Shake Table............................................

5 4.2 Sens i ng-I ns t rumentati on....................................

5 4.3 Data Recording and Analysis Instrumentation................

7 5.0 TEST CONFIGURATION..............................................

8 6.0 DATA, DATA ANALYSIS, AND REPORTING..............................

14 6.1 Resonance (Preliminary) Testing, Test Data 14 and Data Analysis..........................................

6.2 Seismic Testing. Test Data and Data Analysis...............

14 6.3 Fragility Testing Test Data and Data Analysis.............

17 7.0 PROCEDURE.......................................................

18 7.1 Setup, Case A..............................................

18 7.2 Preliminary and Earthquake Tests, Case 1 Fixed Boundary Conditions, 104 Cable Loading...............

18 7.3 Preliminary and Earthquake Tests, Case 1, i

Fixed Boundary Conditions, 30% Cable Loading...............

21 7.4 Preliminary and Earthquake Tests, Case 1, l

Fixed Boundary Conditions, 504 Cable Loading...............

22 j

7.5 Preliminary and Earthquake Tests, Case 1 Fixed Boundary Conditions, 754 Cr.ble Loading...............

24 7.6 Preliminary and Earthquake Tests, Case 1 Fixed Boundary Conditions, 2004 Cable Loading..............

25 l

7.7 Preliminary and Earthquake Tests, Case 1.

Pinned Boundary Conditions, 2004 Cable Loading.............

26 7.8 Fragility Level Tests, Case 1. Pinned Boundary Conditions, 200% Cable Loading.............................

28 7.9 Data Reduction, Case 1.....................................

29 l

7.10 Teardown and Removal of Case 1.............................

30 l

7.11 Setup, Case 2..............................................

30

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7.12 Preliminary and Earthquake Tests, Case 2, Fixed Boundary Conditions, 10% Cable Loading...............

31 7.13 Preliminary and Earthquake Tests, Case 2 Fixed Boundary Conditions, 30% Cable Loading...............

33 a

Test Plan, Document No. A-000150 Page 111 of v i

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TABLE OF CONTENTS (Continued)

.P.,agg 7.14 Preliminary and Earthquake Tests, Case 2 Fixed Boundary Conditions, 50% Cable Loading...............

34 i

7.15 Preliminary and Earthquake Tests, Case 2, Fixed Boundary conditions, 75% Cable Loading...............

36 7.16 Preliminary and Earthquake Tests, Case 2, Fixed Boundary Conditions. 1004 Cable Loading..............

37 7.17 Preliminary and Earthquake Tests, Case 2.

Pinned Boundary Conditions, 1004 Cable Loading.............

39 7.18 Fragility Level Tests, Case 2 Pinned Boundary Conditions, 100% Cable Loading.............................

40 7.19 Data Reduction Case 2.....................................

42 7.20 Teardown and Removal of Case 2.............................

42 7.21 Setup, Case 3..............................................

43 7.22 Preliminary and Earthquake Tests, Case 3 Fixed Boundary Conditions, 10% Cable Loading...............

43 7.23 Preliminary and Earthquake Tests, Case 3, I

Fixed Boundary Conditions, 304 Cable Loading...............

45 7.24 Preliminary and Earthquake Tests, Case 3.

Fixed Boundary Conditions, 50% Cable Loading...............

47 7.25 Preliminary and Earthquake Tests, Case 3 Fixed Boundary Conditions, 75% Cable Loading...............

48 7.26 Preliminary and Earthquake Tests, Case 3, Fixed Boundary Conditions, 1004 Cable Loading..............

49 i

7.27 Preliminary and Earthquake Tests Case 3.

Pinned Boundary Conditions, 2004 Cable Loading.............

51 7.28 Fragility Level Tests, Case 3. Pinned Boundary Conditions, 1004 Cable Loading.............................

52 7.29 Data Reduction, Case 3.....................................

53 7.30 Teardown and Removal of Case 3.............................

54 7.31 Setup, Case 4..............................................

54 7.32 Preliminary and Earthquake Tests, Case 4, l

Fixed Boundary Conditions, 10% Cable Loading...............

55 7.33 Preliminary and Earthquake Tests, Case 4, Fixed Boundary Conditions, 30% Cable Loading...............

57 7.34 Preliminary and Earthquake Tests, Case 4, Fixed Boundary Conditions, 50% Cable Loading...............

58 i

7.35 Preliminary and Earthquake Tests, Case 4, Fixed Boundary Conditions, 75% Cable Loading...............

60 l

7.36 Preliminary and Earthquake Tests, Case 4, l

Fixed Boundary Conditions, 2004 Cable Loading..............

61

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7.37 Preliminary and Earthquake Tests, Case 4 l

Pinned Boundary Conditions, 2004 Cable Loading.............

62 7.38 Fragility Level Tests, Case 4, Pinned Boundary Conditions, 1004 Cable Loading.............................

64 l

7.39 Data Reduction, Case 4.....................................

65 7.40 Teardown and Removal of Case 4.............................

66 7.41 Setup, Case 5..............................................

66

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7.42 Preliminary and Earthquake Tests, Case 5, I

Fixed Boundary Conditions, 104 Cable Loading...............

67 1

I Test Plan, Document No. A-000150, Page iv of v 3

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TABLE OF CONTENTS (Concluded)

.P.,agg 8.

7.43 Preliminary and Earthquake Tests Case 5, Fixed Boundary Conditions, 304 Cable Loading...............

69 7.44 Preliminary and Earthquake Tests, Case 5,

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Fixed Boundary Conditions, 50% Cable Loading...............

70 7.45 Preliminary and Earthquake Tests, Case 5 Fixed Boundary Conditions, 75% Cable Loading...............

71 7.46 Preliminary and Earthquake Tests, Case 5, Fixed Boundary Conditions, 2004 Cable Loading..............

73 7.47 Preliminary and Earthquake Tests, Case 5, i

Pinned Boundary Conditions, 1004 Cable Loading.............

74 7.48 Fragility Level' Tests, Case 5, Pinned Boundary Conditions, 2004 Cable Loading.............................

75 3

7.49 Data Reduction Case 5.....................................

77 7.50 Teardown and Removal of Case 5.............................

77 8.0 ATTACHMENTS........................................,............

79 8.1 ANCO R-4 Planar Triaxial Shake Table.......................

79 8.2 Calibration Procedures.....................................

87 8.3 Construction Details (General).............................

121 8.4 Construction Details, Case 1...............................

122 8.5 Construction Details, Case 2...............................

124 8.6 Construction Details, Case 3...............................

126 8.7 Construction Details. Case 4...............................

128 8.8 Construction Details, Case 5...............................

136 8.9 OBE and SSE Required Response Spectra......................

136 i

9.0 CONTINGENCIES...................................................

153 10.0 CHRONOLOGICAL L0G...............................................

154 11.0 TEST REP 0RT.....................................................

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APPFNDIX A: 4% OBE AND 7% SSE TIME HISTORIES l

(NUMERICAL VALUES)......................................

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APPENDIX B: CHRONOLOGICAL L00.......................................

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Test Plan, Document No. A-000150, Page v of v l -

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1.0 OBJECTIVES The overall objective of the test effort discussed herein is to study

. the response of typical multi-tier cable. tray systems, constructed using representative site-specific construction details and hardware intended to withstand postulated sei.smic loading.

The tests will provide a basis for the following evaluations:

Verification that damping values of not less than 44 for the OBE and not less than 74 for the SSE are appropriate for design of CPSES cable tray hangers that have welded connections.

Quantitative determination of damping as a function of the level of vibration and level of tray fill for a variety of different types of cable tray supports, boundary conditions, etc.

Determination of tray clamp connection behavior under the effects of dynamic (seismic) load.

Measurement of cable tray system response / damping to provide the basis for possible revision of the damping values (greater than 44 and 7%) as presently used in design and design verification of CPSES cable tray hangers.

The measurement of tray / clip connection behavior to modify, if any, modeling procedures now used in hanger design.

The data will provide information on the dynamic characteristics of the cable tray hanger system (i.e.,

frequencies and mode shapes) for con-firming the accuracy of analytical models; provide a basis for developing cable tray performance criteria (e.g.,

tray / clip slip) and true ultimate capacity (fragility testing); and provide realistic damping values for the as-built cable tray hanger systems.

The test effort will include the dynamic testing of five full-scale multi-tier raceway systems (up to 40 ft in length) under a variety of load i

cases and input levels. Test types are identified as follows:

random dwell testing will be performed at selected mass loadings

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and input amplitudes to determine trends in dominant mode rescaant t

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Test Plan, Document No. A-000150, Page 1 of 156

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frequencies and modal damping ratios as functions of these variables, n

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amplification and modal response shapes, and earthquake simulation testing will be performed measuring damping under postulated earthque.ke excitation, establish performance cel-teria, and establish fragility modes and levels.

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2.0 REFERENCES

2.1 ANCO Documents a

2.1.1 QA-100, Rev. 4. Quality Assurance Program Manual, 7/24/85.

.2.1.2 QC-1001, Rev. O, Personnel Qualifications, 7/10/81.

i 2.1.3 QC-1006, Rev. O. Document Distribution and Control. 7/10/81.

2.1.4 QC-1012 Rev. O, Instrumentation Quality Control, 1/25/85.

2.1.5 QC-1015, Rev.

O, Quality Control Procedure for Defects and Noncom-pliances, 7/19/84.

2.1.6 Document No. A-000062 Rev.

O, Calibration of Endevco Model 5241 Accelerometers, 7/20/83.

2.1.7 Document No. A-000132, Rev.

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Through-Calibration Procedure for Dytran Model 3100C2 Accelerometer, 6/84.

2.1.8 Document No. A-000148 Rev. O, Calibration Procedure for a Celesco-Type Displacement Transducer, 9/85.

i 2.2 TUGC0 Documents i

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2.2.1 Ebasco Services, Incorporated Specification SAG-CP4-9/85.

2.3 Industry Documents - (TBD) 4 l

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Test Plan, Document No. A-000150, Page 3 of 156

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3.0 PERFORMANCE CRITERIA Each of the three test types described in Section 1.0 will have dif-ferent Performance Criteria.

The criteria are not specifically used to evaluate the structure, but will be used to judge the applicability of the current test plan (see Section 7.0) or whether deviations are required.

(a) Random Dwell and Sine Dwell Testing - No performance criteria, other than general system collapse, is required.

(b) Earthquake Testing - No performance criteria, other than general system collapse, is required. System inspection will be required after each event.

Inelastic behavior, including small permanent deformations, will be acceptable.

However, testing will be ten-porarily halted af ter the failure of any component in order to i

determine if test plan deviation is warranted.

(c) Fragility Test - The fragility test is a series of consecutively run incremental TRS. The system will be inspected after each TRS i

is completed.

Large displacements and slippage will be con-sidered acceptable. Testing will only be terminated if the table limits are attained or general structural collapse is observed.

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4.0 TEST EQUIPMENT 4.1 The Shake Table The ANCO R-4 shake table, more thoroughly discussed in Section 8.1, consists of a 40-ft by 14-ft steel truss frame supported on 45-degree, ball-jointed linkages. The table was specifically designed and constructed to dynamically excite and test cable tray and conduit raceways of up to 40 ft in length and, over limited areas, up to 13 ft in depth. Anchor attach-ment is provided at five locations along the upper surface ol' the table on l

8'0" centers.

For these tests, the table will be modified to provide anchor attachments on 9'0" centers.

Shake table force input limits (as discussed in Section 8.1) have been increased by fitting higher capacity servo-hydraulic actuators to the mechanism, permitting approximately +/- 2.8 g input in the coupled trans-verse and vertical and in the independent longitudinal directions over the frequency range of 3 to 35 Hz.

Some improvement in input velocity (1.5 to 3.0 Hz range) is also expected.

Input motion is discussed in more detail in Section 8.1.

4.2 Sensing instrumentation j

4.2.1 Accelerometers Endevco Model 5241, Model 5241A, and/or Dytran Model 3100 piezo-electric accelerometers or equivalent will be used to sense input and response accelerations.

These are illustrated in Figure 4.1, which repre-sents the minimum set of transducers used, in this example, on Test Configuration 1.

Accelerometers At through A7 will sense shake table input motion amplitude.

Accelerometers A8 through A25 will sense raceway and tray response. Additional accelerometers will be added for those test con-figurations with more than two tiers or where additional information, in

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the opinion of both ANCO and the client, is required.

Conversely, acce-1erometers will be deleted if test configurations have less than two tiers or if, in the opinion of both ANCO and the client, redundant data are being collected. Appropriate entries will be made in the test log to reflect any changes.

The actual locations of all accelerometers will be depicted in the final test report.

1 Test Plan, Document No. A-000150 Page 5 of 156

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Celesco linear potentiometers (1 10-in. full range, 1 0.005-in.

resolution at a calibration of 1.0 in./ volt) will be used to sense relative displacement between the shake table and the test raceway (D1 and D2 Of Figure 4.1) and to sense the longitudinal relative displacement between tray and support (D, D, and D )-

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5 4.2.3 Strain Games as Load Sensors Selected structural members will be fitted with strain gages to act i

as load sensing devices.

Candidate locations (shown on Figure 4.1 as gg through g3) include the tray itself adjacent to the hold-down devices at Supports 1 and 3 so that load data can be compared with deflection data (D4 and D ) and approximately 12 in, below the anchor elevation at Support 3 to 5

sense axial load and moments about a longitudinal axis through the support member (M )-

x 4.2.4 Cable Integrity Monitoring During selected high-level earthquake tests, a circuit will be assembled to sense cable discontinuities greater than 0.010 seconds as a means of quantifying cable integrity.

4.3 Data Recording and Analysis Instrumentation This is discussed in Section 8.1.

An IBM-PC-based system may be used in lieu of the Data General NOVA 3/12 system discussed in Section 8.1.

In addition, a Sangano 14-channel FM tape recorder may be placed in parallel with the A/D converter - CPU to minimize vibration exposure during prelini-nary tests.

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5.0 TEST CONFIGURATION Five test configurations, designated as Cases 1 through 5, will be tested. These configurations consist of five-support, four-span cable tray support systems that were selected to simulate site conditions. The eleva-tions shown in Figures 5.1 through 5.5 represent the test configurations.

General site construction details, such as minimum bolt torques by diameter and cable tie-down procedures, are given in Section 8.3.

Specific construction details are given for Cases 1 through 5 in Section 8.4 through 8.8, respectively.

These show section views of each raceway on a hanger-4 i

by-hanger basis and specify the hardware to be installed at attachment l

locations.

Additional configurations may be tested.

If so, their i

i construction details shall be appended to this procedure.

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6.0 DATA. DATA ANALYSIS, AND REPORTING Testing is divided into two groups of tests, one to gain an under-standing of the dynamic characteristics of the test raceway (resonance or preliminary), the other to investigate the response of the test cable tray configuration when subjected to various seismic input levels (seismic and fragility tests).

T 6.1 Resonance (Preliminary) Testing. Test Data and Data Analysis Appropriate channels of information (accelerometers or displacement transducers) will be analyzed to determine resone.nt frequencies and damping ratios of the test raceway.

Response accelerations will be compared with input accelerations via spectral analysis to determine the dynamic charac-teristics of the system.

Data will be in the form of X-Y plots of input and response, transfer functions, and/or phase relationships.

These data will be summarized and tabulated so that meaningful information can be extracted with minimal review.

Band-limited random input motion will be used to identify resonant frequencies and damping ratios.

Once the resonant frequencies of the system being tested have been identified, the system will be held at resonance (sine-dwell testing).

Response accelerations will be compared with input accelerations at reso-nance to determine the shape (s) of the response (mode shapes) and to esti-mate modal participation factors.

6.2 Seismic Testing. Test Data and Data Analysis 6.2.1 Input Motion Simulated-seismic motion (as prescribed by the unbroadened response

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spectrum curves and time histories of Appendix A) will be input simulta-

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neously in three orthogonal directions. - For the initial seismic test, the boundary condition shall simulate fixed connections, the level of tray fill shall be the minimum (i.e., 10% of the maximum), and the peak acceleration level of the simulated-seismic motion shall be scaled to the OBE ZPA (refer to Appendix A for OBE and SSE RRS).

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The simulated-seismic motion shall be applied to the test specimen for

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a duration of about 30 seconds, corresponding to the total duration of the three time histories provided in Appendix A.

Test Plan, Document No. A-000150 Page 14 of 156

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6.2.3 Cable Fill The above tests (i.e., both the Frequency Tests and Seismic Tests) will be performed at other tray fill levels (i.e., 30%, 50%, 75%, and 100%

of maximum fill).

6.2.4 Boundary Conditions Selected preliminary and earthquake tests (i.e., both the Resonance Tests and Seismic Tests at extreme values of tray fill level) will be per-formed with a

second boundary condition (i.e.,

simulated pinned connections).

6.2.5 Test Data and Data Analysis Data will consist of the following:

6.2.5.1 Response spectra of shahs table motion shall be calculated at var-lous damping values to quantify the level and frequency content of the seismic load used for each test.

As a minimum, a response spectrum shall be calculated for each orthogonal direction at the raceway's anchorage elevations (+ 3 in.) at each of two levels of damping which bound the level of damping measured.

Typically, these would be computed TRS at 4% for OBE events and 7% for SSE events plus (TBD*) for each seismic level (OBE or SSE) such that (TBD4) > the anticipated damping for that level based on prelimi-nary (resonance) test data extrapolation to seismic levels and/or experience gained during previous seismic tests.

If the shake table's motion is not uniform over the length of the table, then spectra shall be calculated at a sufficient number of locations to accurately quantify the seismic load used in the tests. Response

~

spectra shall be plotted for inclusion in the test report.

1 Test Plan, Document No. A-000150 Page 15 of 156

6.2.5.2 Peak response acceleration sha;l be extracted from each measure-

^

ment location for each test and tabulated for inclusion in the

~

test repo~rt.

6.2.5.3 Transmissibility (transfer function) plots shall be calculated between test specimen response and shake table excitation for each orthogonal direction.

In general, test specimen response measured at tray mid-span locations shall be used.

Shake table excitation from more than one location shall be used to calculate transmissi-bility, if the shake table's motion is not uniform over the length of the table.

I' 6.2.5.4 Using the transmissibility plots of Item 6.2.5.3 above, damping for the dominant modes of the test specimen can be calculated.

Modal damping shall be calculated as follows:

(a) from the width of the magnitude of transmissibility function at the half-power level of each resonance peak (i.e.,

D=

(f2 -f )/2fn, where f2 - fl = frequency width of the reso-l nance peak at the half-power level and fn = natural frequency of the dominant mode of interest), and (b) from the magnitude of the transmissibility function at each resonance peak (i.e., lH(f )l = [(1 4D8)/4D8]%. where

+

n lH(f )l = magnitude of the transmissibility function at the n

natural frequency, f, of a do=ina..

.:: ode and D = fraction of n

critical damping).

6.2.5.5 Damping values calculated from Item 6.2.5.4 above shall be verified by the bounding results of Item 6.2.5.1.

In other words, the measured response in the dominant mode (s) of vibration should be bound by the predicted response (TRS) calcu-a lated at damping values less than and greater than the actual modal damping.

1 6.2.5.6 Time histories of the measured variables (input and response values) shall be plotted for all seismic and fragility level tests over the time of the events.

N, w

Test Plan, Document No. A-000150, Page 16 of 156 4

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6.5 Frarility Testing. Test Data and Data Analysis Af ter completion of the preliminary (resonance) and seismic tests, fragility level testing shall be performed.

All fragility level testing shall be performed on test raceways at 100% cable fill with pinned boundary conditions only.

6.3.1 Input Motion Simulated-seismic motion (as prescribed by the unbroadened response spectrum curves and time histories of Appendix A) shall be applied simulta-neously in three orthogonal directions with a peak acceleration level equal to approximately 1.2 times the SSE ZPA.

t 6.3.2 Inspection Test specimen inspection for damage / failure shall be made.

6.3.3 Further Testing d

Fragility tests and damage inspections shall be repeated as x

described above until failure of the test specimen occurs, using increasingly higher levels of seismic load (20% incremental increases) or the limits of the R-4 shake table are reached.

6.3.4 Test Data ar.d Data Analysis Data recorded during fragility tests shall be processed per Section 6.2.5 Seismic Test requirements, for the level of fragility test which caused test specimen failure (or the highest level which could be obtained due to shake table limitations).

If failure of the test specimen occurs,

'^

then the type and nature of the mode of failure will be determined and documented in the test report, along with an estimate of the vibration amplitude which caused failure to occur.

O a

Test Plan, Document No. A-000150, Page 17 of 156 m..

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J 7.0 PROCEDURE The following represents the testing sequence (procedure) that will be used; however, in the unlikely event of an occurrence that is deemed likely to cause nonacceptance, several contingencies have been provided in Section 9.0.

Exercising any of those contingencies will cause a deviation in the test plan that will be noted in the chronological log (Section 10.0).

In addition, some of the individual tests that follow may be deleted if, in the judgment of both ANCO and client (or designated client representative), the data would not add to an understanding of the system response. Conversely, individual tests may be added if, in the judgment of both ANCO and client, the data would be necessary to gain an understanding of the system response.

Notations of the deletions / additions will be made in the chronological log. Additional test case (s) may be added to the pro-cedure and appended hereto.

7.1 Setup, Case 1 Date ANCO Client 7.1.1 An approved copy of this procedure is on site, and ANCO QA procedures as discussed in Section 2.0, are in effect.

7.1.2 Install Case 1 on R-4 shake table as per appropriate Sections 5.0, 8.3, and Appendix A.

7.1.3 Calibrate all measuring transducers as per 8.2.

7.1.4 Torque all assembly bolts as per 8.3.

7.1.5 Verify shape of TRS.

7.1.6 Install minimum cable (10%) and tie down as per 8.3.

h.

7.2 Prellsinary and Earthquake Tests, L-Case 1. Fixed Boundary Conditions, 10% Cable Loading 1

7.2.1 Input coupled transverse and vertical random motion at 0.05, 0.10, 0.15, i

0.20, 0.25, 0.35, and 0.45 gras,

_s approx. 120 seconds at each level.

Record accelerometer data on FM tape.

x Test Plan, Document No. A-000150, Page 18 of 156 s

- - - -~ -

,--.-.-..-----n.,..--nn.

.n..--.-

,,,n.,.,n-n

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Date ANCO Client

/

7.2.1.1 Determine transverse and vertical k,,'

resonant frequencies and damping

's ratios.

7.2.1.2 Note any system degradation per Section 10.0; repair and retorque assembly bolts as required.

7.2.2 Input steady-state sinusoidal motion at approx. 0.10 g coupled (T/V) only for approx. 30 seconds at each resonant frequency identified in 7.2.1.1.

Record on FM tape.

7.2.2.1 Determine response (mode) shapes and estimate modal participation factors.

7.2.2.2 Repeat 7.2.1.2 (repair and retorque).

7.2.3 Input longitudinal random motion at 0.05, 0.10, 0.15, 0.20, 0.25, 0.35, and 0.45 gras, approx. 120 seconds at each level. Record accelerometer data on FM tape.

7.2.3.1 Determine longitudinal resonant frequencies and damping ratios.

7.2.3.2 Repeat 7.2.1.2 (repair and retorque).

7.2.4 Input steady-state sinusoidal motion at approx. 0.10 g longitudinal (L) only for approx. 30 seconds at each resonant frequency identified in 7.2.3.1.

Record on FM tape.

7.2.4.1 Determine response (mode) shapes and estimate modal participation factors.

7.2.4.2 Repeat 7.2.1.2 (repair and retorque) 7.2.5 Input simulated seismic motion in the (T/V) + (L) directions for approx. 30 seconds such that the peak acceleration level of the motion is scaled to (1/2)

J the OBE ZPA.

Store on digital tape.

~

4 G

Test Plan. Document No. A-000150, Page 19 of 156 7

m r

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w=

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Date ANCO Client 7.2.5.1 Compute TRS at 4% and at (TBD4), the O.

latter based on observed damping during preliminary testing such that (TBD4) > anticipated system damping.

Compute TRS at all anchor locations.

f 7.2.5.2 Verify TRS = 1/2 OBE RRS.

7.2.5.3 Backup data on digital tape using the test number in the file name.

7.2.5.4 Repeat 7.2.1.2 (repair and retorque).

7.2.8 Input simulated seismic motion sealed to approx. 1.0 x OBE ZPA as in 7.2.5.

Store data on digital tape.

[

7.2.6.1 Repeat 7.2.5.1 (compute TRS).

7.2.6.2 Repeat 7.2.5.2 (verify TRS).

I 7.2.6.3 Repeat 7.2.5.3 (backup data).

{'

-7.2.6.4 Repeat 7.2.1.2 (repair and retorque).

i 7.2.7 Input simulated seismic motion scaled to 1.5 x OBE ZPA as in 7.2.5.

7 A

7.2.7.1 Repeat 7.2.5.1 (compute TRS).

i 7.2.7.2 Repeat 7.2.S.2 (verify TRS).

1 7.2.7.3 Repeat 7.2.5.3 (backup data).

)

7.2.7.4 Repeat 7.2.1.2 (repair and retorque).

7.2.8 Input simulated seismic motion scaled to 1.0 x SSE ZPA as in 7.2.5.

7.2.8.1 Compute TRS at 7% and at (TBD*), the latter based on anticipated damping

~~

such that (TBD4) > anticipated values.

Compute TRS at all anchor locations.

7.2.8.2 Verify TRS > SSE RRS.

7.2.8.3 Repeat 7.2.5.3 (backup data).

7.2.8.4 Repeat 7.2.1.2 (repair and retorque).

l, J

~

Test Plan, Document No. A-000150, Page 20 of 156

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7.3 Preliminary and Earthouake Tests.

Case 1. Fixed Boundary Conditions.

30% Cable Loading Date ANCO Client 7.3.1 Increase cable loading to 30% of maximum and repeat 7.2.1 [ random dwell tests. (T/V) input].

7.3.1.1 Repeat 7.2.1.1 (det. fg Si).

7.3.1.2 Repeat 7.2.1.2 (repair and retorque).

7.3.2 Repeat 7.2.2 [ sine dwell tests. (T/V) input].

7.3.2.1 Repeat 7.2.2.1 (mode shapes and participation factors).

7.3.2.2 Repeat 7.2.1.2 (repair and retorque).

7.3.3 Repeat 7.2.3 [ random dwell test, (L) input].

7.3.3.1 Repeat 7.2.3.1 (det, f, $1).

i 7.3.3.2 Repeat 7.2.1.2 (repair and retorque).

7.3.4 Repeat 7.2.4 [ sine dwell test, (L) input].

s 7.3.4.1 Repeat 7.2.4.1 (mode shapes and participation factors).

7.3.4.2 Repeat 7.2.1.2 (repair and retorque).

7.3.5 Repeat 7.2.5 (input 1/2 OBE).

7.3.5.1 Repeat 7.2.5.1 (compute TRS).

7.3.5.2 Repeat 7.2.5.2 (verify TRS).

7.3.5.3 Repeat 7.2.5.3 (backup data).

7.3.5.4 Repeat 7.2.1.2 (repair and retorque).

7.3.6 Repeat 7.2.6 (input 1.0 x OBE).

j 7.3.6.1 Repeat 7.2.5.1 (compute TRS).

~'

l 7.3.6.2 Repeat 7.2.5.2 (verify TRS).

I

(..

7.3.6.3 Repeat 7.2.5.3 (backup data).

1 1 \\

l Test Plan, Document No. A-000150 Page 21 of 156 l

Date ANCO Client 7.3.6.4 ' Repeat 7.2.1.2 (repair and retorque).

Repeat 7.2.7 (l'put 1.5 x OBE).

7.3.7 n

7.3.7.1 Repeat 7.2.5.1 (compute TRS).

7.3.7.2 Repeat 7.2.5.2 (verify TRS).

7.3.7.3 Repeat 7.2.5.3 (backup data).

7.3.7.4 Repeat 7.2.1.2 (repair and retorque).

7.3.8 Repeat 7.2.8 (input 1.0 x SSE).

7.3.8.1 Repeat 7.2.8.1 (compute TRS).

7.3.8.2 Repeat 7.2.8.2 (verify TRS).

7.3.8.3 Repeat 7.2.5.3 (backup data).

7.3.8.4 Repeat 7.2.1.2 (repair and retorque).

7.4 Preliminary and Earthquake Tests, Case 1.

Fixed Boundary Conditions, 50% Cable Loading

(

7.4.1 Increase cable loading to 50% of maximum and repeat 7.2.1 [ random dwell tests. (T/V) input].

7.4.1.1 Repeat 7.3.1.1 (det. f, 41 ).

i 7.4.1.2 Repeat 7.2.1.2 (repair and retorque).

7.4.2 Repeat 7.2.2 [ sine dwell tests. (T/V) input].

7.4.2.1 Repeat 7.2.2.1 (mode shapes and participation factors).

7.4.2.2 Repeat 7.2.1.2 (repair and retorque).

7.4.3 Repeat 7.2.3 [ random dwell test. (L) input].

7.4.3.1 Repeat 7.2.3.1 (det, f,$).

i 1

7.4.3.2 Repeat 7.2.1.2 (repair and retorque).

7.4.4 Repeat 7.2.4 [ sine dwell, (L) input].

%.,/

I Test Plan, Document No. A-000150, Page 22 of 156

Date ANCO Client

( )

7.4.4.1 Repeat 7.2.4.1 (mode shapes and N-participation factors).

7.4.4.2 Repeat 7.2.1.2 (repair and retorque).

7.4.5 Repeat 7.2.5 (input 1/2 OBE).

7.4.5.1 Repeat 7.2.5.1 (compute TRS).

7.4.5.2 Repeat 7.2.5.2 (verify TRS).

7.4.5.3 Repeat 7.2.5.3 (backup data).

7.4.5.4 Repeat 7.2.1.2 (repair and retorque).

7.4.6 Repeat 7.2.6 (input 1.0 x OBE).

7.4.6.1 Repeat 7.2.5.1 (compute TRS).

7.4.6.2 Repeat 7.2.5.2 (verify TRS).

7.4.6.3 Repeat 7.2.5.3 (backup data).

7.4.6.4 Repeat 7.2.1.2 (repair and retorque).

7.4.7 Repeat 7.2.7 (input 1.5 x OBE).

7.4.7.1 Repeat 7.2.5.1 (compute TRS).

7.4.7.2 Repeat 7.2.5.2 (verify TRS).

7.4.7.3 Repeat 7.2.5.3 (backup data).

7.4.7.4 Repeat 7.2.1.2 (repair and retorque).

7.4.8 Repeat 7.2.8 (input 1.0 x SSE).

7.4.8.1 Repeat 7.2.8.1 (compute TRS).

7.4.8.2 Repeat 7.2.8.2 (verify TRS).

7.4.8.3 Repeat 7.2.5.3 (backup data).

7.4.8.4 Repeat 7.2.1.2 (repair and retorque).

O Test Plan, Document No. A-000150 Page 23 of 15 6

7.5 Preliminary and Earthquake Tests. Case 1.

Fixed Boundary Conditions. 75% Cable

-~

Loading Date ANCO Client gV 7.5.1 Increase cable loading to 75% of maximum and repeat 7.2.1 [ random dwell tests, (T/V) input].

7.5.1.1 Repeat 7.2.1.1 (det.

f, pg).

i 7.5.1.2 Repeat 7.2.1.2 (repair and retorque).

7.5.2 Repeat 7.2.2 [ sine dwell tests. (T/V) input].

7.5.2.1 Repeat 7.2.2.1 (mode shapes and participation factors).

7.5.2.2 Repeat 7.2.1.2 (repair and retorque).

7.5.3 Repeat 7.2.3 [ random dwell test, (L) input].

7.5.3.1 Repeat 7.2.3.1 (det. f,$).

i 1

7.5.3.2 Repeat 7.2.1.2 (repair and retorque).

7.5.4 Repeat 7.2.4 [ sine dwell test, (L) input].

7.5.4.1 Repeat 7.2.4.1 (mode shapes and participation factors).

7.5.4.2 Repeat 7.2.1.2 (repair and retorque).

i 7.5.5 Repeat 7.2.5 (input 1/2 OBE).

(

7.5.5.1 Repeat 7.2.5.1 (compute TRS).

7.5.5.2 Repeat 7.2.5.2 (verify TRS).

7.5.5.3 Repeat 7.2.5.3 (backup deta).

l 7.5.5.4 Repeat 7.2.1.2 (repair and retorque).

1

~

7.5.6 Repeat 7.2.6 (input 1.0 x OBE).

7.5.6.1 Repeat 7.2.5.1 (compute TRS).

7.5.6.2 Repeat 7.2.5.2 (verify TRS).

7.5.6.3 Repeat 7.2.5.3 (backup data).

7.5.6.4 Repeat 7.2.1.2 (repair and retorque).

O Test Plan, Document No. A-000150, Page 24 of 156

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Date ANCO Client 7.5.7 Repeat 7.2.7 (input 1.5 x OBE).

7.5.7.1 Repeat 7.2.5.1 (compute TRS).

7.5.7.2 Repeat 7.2.5.2 (verify TRS).

7.5.7.3 Repeat 7.2.5.3 (backup data).

7.5.7.4-Repeat 7.2.1.2 (repair and retorque).

7.5.8 Repeat 7.2.8 (input 1.0 x SSE).

7.5.8.1 Repeat 7.2.8.1 (compute TRS).

7.5.8.2-Repeat 7.2.8.2 (verify TRS).

7.5.8.3 r.epeat 7.2.5.3 (backup data).

7.5.8.4 Repeat 7.2.1.2 (repair and retorque).

4 7.6 Preliminary and Earthquake Tests. Case 1.

Fixed Boundary Conditions. 1004 Cable Loading 7.6.1 Increase cable loading to 100% of O-meximum and repeat 7.2.1 [ random dwell tasts. (T/V) input].

7.6.1.1 Repeat 7.2.1.1 (det.

f, $ ).

i 1

I 7.6.1.2 Repeat 7.2.1.2 (repair and retorque).

7.6.2 Repeat 7.2.2 [ sine dwell tests, (T/V) loput].

7.6.2.1 Repeat 7.2.2.1 (mode shapes and participation factors).

1 7.6.2.2 Repeat 7.2.1.2 (repair and retorque).

7.6.3 Repeat 7.2.3 [ random dwell test, (L) input].

7.6.3.1 Repeat 7.2.3.1 (det, f, 4 ).

i 1

7.6.3.2 Repeat 7.2.1.2 (repair and retorque).

7.6.4 Repeat 7.2.4 [ sine dwell, (L) input].

7.6.4.1 Repeat 7.2.4.1 (mode shapes and participation factors),

4 a

i j

Test Plan, Document No. A-000150, Page 25 of 156 4

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y,,,,,,, - -, - -..

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v.--,,-----_,,,-,-~,wn,y

n. -,,,mwey,,.w-

-ec,-.y.w--,

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Date ^

ANCO Client 7.6.4.2 Repeat 7.2.1.2 (repair and retorque).

7.6.5 Repeat 7.2.5 (input 1/2 OBE).

7.6.5.1 Repeat 7.2.5.1 (compute TRS).

7.6.5.2 Repeat 7.2.5.2 (verify TRS).

7.6.5.3 Repeat 7.2.5.3 (backup data).

7.6.5.4 Repeat 7.2.1.2 (repair and retorque).

7.6.6 Repeat 7.2.6 (input 1.0 x OBE).

7.6.6.1 Repeat 7.2.5.1 (compute TRS).

7.6.6.2 Repeat 7.2.5.2 (verify TRS).

7.6.6.3 Repeat 7.2.5.3 (backup data).

7.6.6.4 Repeat 7.2.1.2 (repair and retorque).

7.6.7 Repeat 7.2.7 (input 1.5 x OBE).

7.6.7.1 Repeat 7.2.5.1 (compute TRS).

("'

7.6.7.2 Repeat 7.2.5.2 (verify TRS).

V 7.6.7.3 Repeat 7.2.5.3 (backup data).

7.6.7.4 Repeat 7.2.1.2 (repair and retorque).

7.6.3 Repeat 7.2.8 (input 1.0 x SSE).

7.6.8.1 Repeat 7.2.8.1 (compute TRS).

7.6 8.2 Repeat 7.2.8.2 (verify TRS).

7.6.8.3 Repeat 7.2.5.3 (backup data).

7.6.8.4 Repeat 7.2.1.2 (repair and retorque).

7.7 Preliminary and Earthquake Tests. Case 1 Pinned Boundary Conditions. 100% Cable Loading 7.7.1 Loosen and lock anchor attachment bolts so that there is approx. 1/8-in gap between shake table mounting surface and hanger attachment surface.

OO Test Plan. Document No. A-000150. Page 26 of 156

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Date ANCO Client O

7.7.2 Input coupled transverse and vertical random motion at approx. 0.25 grms, approx. 120 seconds. Record accelero-meter data on FM tape.

7.7.2.1 Verify (via XFER of structural response to shake table input) that the lowest transverse structural mode of vibration is within + 15 percent of either:

l

1) the peak of the SSE RRS. or

2) the dominant transverse tray resonant frequency. Adjust anchor bolt gap as required to achieve (1) and/or (2).

Record final gaps and subsequent lowest l

transverse structural frequency.

i 1

1 7.7.2.2 Repeat 7.2.1.2 (repair and retorque).

7.7.3 Repeat 7.2.2 (sine dwell tests..(T/V) input] at frequencies identified in 7.7.2.1.

7.7.3.1 Repeat 7.2.2.1 (mode shapes and participation factors).

4 7.7.3.2 Repeat 7.2.1.2 (repair and retorque).

7.7.4 Input longitudinal random motion at approx. 0.25 gras, approx.120 seconds.

Record on FM tape.

f, $ ).

7.7.4.1 Repeat 7.2.3.1 (det, i

1 7.7.4.2 Repeat 7.2.1.2 (repair and retorque).

7.7.5 Repeat 7.2.4 (sine dwell test, (L) i input].

7.7.5.1 Repeat 7.2.4.1 (mode shapes and participation factors).

!b Test Plan. Document No. A-000150, Page 27 of 156 4

P

-e

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=.

wee

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---mmy--m-vg.p.---ww-+,.m 9g.wem-- - - - -.e

, _ m s gr p y gv-gpg---swmyw-v wr y*ryuv,9y v -ww yy-*v-'

+

j Date ANCO Client 7.7.5.2 Repeat 7.2.1.2 (repair and retorque).

i 7.7.6 Repeat 7.2.8 (input 1.0 x SSE).

7.7.6.1 Repeat 7.2.8.1 (compute TRS).

7.7.6.2 Repeat 7.2.8.2 (verify TRS).

7.7.8.3 Repeat 7.2.5.3 (backup data).

1 7.7.6.4 Repeat 7.2.1.2 (repair and retorque).

7.8 Fragility Level Tests, Case 1. Pinned Boundary Conditions, 100% Cable Loading 7.8.1 Input simulated seismic motion in the (T/V) + (L) directions for approx. 30 seconds such that the peak acceleration level of the motion is scaled to 1.2 x SSE ZPA. Store all data on digital tape.

7.8.1.1 Repeat 7.2.8.1 (compute TRS).

7.8.1.2 Verify TRS > 1.2 x SSE RRS.

7.8.1.3 Repeat 7.2.5.3 (backup data).

7.8.1.4 Note any system / component damage per.

Section 10.0.

Photograph and attach photographs of any damaged areas to the test log. Repair and retorque l

bolts as required.

7.8.2 Continued fragility level testing.

If significant structural damage has not occurred, continue increasing the ampli-tude of simulated seismic motion by approx. 20% increments and repeating the sequence of 7.8.1 through 7.8.1.4 until i

significant structural damage does occur, or the limits of the shake table are reached. Record the sequence below.

Note damage (if any) in Section 10.0.

I l

l i

l

!~

Test Plan, Document No. A-000150 Page 28 of 156

=.. - -

Date ANCO Client

/N

()

C) 7.9 Data Reduction, Case 1 7.9.1 Preliminary testing data reduction.

Appropriate channels of information have been reduced to hard copy and are contained in the test log book, by test number, to determine trends in dominant resonant frequencies, their modal damping ratios, the shape of their response (mode shapes), and their participation

~

factors.

V Test Plan Document No. A-000150, Page 29 of 156

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Date ANCO Client

/N 7.9.2 Earthquake testing data reduction.

(,)

All appropriate TRS have been computed and plotted and the time histories of input and response have been rendered to hard copy and are contained in the test log, by test number, so that peak values of response can be extracted and dynamic amplification estimated.

7.9.3 Fragility level data reduction. All appropriate TRS have been computed and plotted, all time histories of input and response have been rendered to hard copy, and all damage (where eppropriate) has been photographed and are contained in the test log, by test number.

7.10 Teardown and Removal of Case 1 7.10.1 Perform post-test calibrations on all sensing transducers in accordance with Section 8.2.

7.10.1.1 Post-test calibrations are within limits established in Section 8.2, s

where found beyond limits, note below:

Data Channel No.

Xducer S/N

Difference l

l l

7.10.2 Remove Case 1 from R-4 Shake Table.

7.11 Setup. Case 2 7.11.1 An approved copy of this procedure is on site, and ANCO QA procedures as discussed in Section 2.0, are in effect.

O Test Plan, Document No. A-000150, Page 30 of 156

i l

i Date ANCO Client 7.11.2' Install Case 2 on R-4 shake table as per appropriate Sections 5.0, 8.3, and Appendix A.

7.11.3 Calibrate all measuring transducers as per 8.2.

I 7.11.4 Torque all assembly bolts as per 8.3.

7.11.5 Verify shape of TRS.

7.11.6 Install minimum cable (10%) and tie t'

down as per 8.3.

7.12 Preliminary and Earthauake Tests.

Case 2. Fixed Boundary Cond.itions.

10% Cable Loading 7.12.1 Input coupled transverse and vertical random motion at 0.05, 0.10, 0.15, 0.20, 0.25, 0.35, and 0.45 gras, approx. 120 seconds at each level.

Record accelerometer data on FM tape.

7.12.1.1 Determine transverse and vertical resonant frequencies and damping ratios.

7.12.1.2 Note any system degradation in Section 10.0; repair and retorque assembly bolts as required.

7.12.2 Input steady-state sinusoidal motion j

at approx. 0.10 g coupled (T/V) only l

for approx. 30 seconds at each resonant frequency identified in 7.2.1.1.

Record on FM tape.

7.12.2.1 Determine response (mode) shapes and estimate modal participation factors.

7.12.2.2 Repeat 7.2.1.2 (repair and retorque).

7.12.3 Input longitudinal random motion at f~

0.05, 0.10, 0.15, 0.20, 0.25, 0.35, and 0.45 grms, approx. 120 seconds at each level. Record accelerometer data on FM tape.

_a 7.12.3.1 Determine longitudinal resonant i

frequencies and damping ratios.

i O

Test Plan, Document No. A-000150, Page 31 of 156

er-=

<w r

---e--m-w---%-e w

ay-w-e-----y------e e -w, Cv e r v -

--y-

-- - - - e -% vm e m m w y ~- ay

.M-r.-

y-w,=wmew r-v e-p-

Date ANCO Client

/

7.12.3.2 Repeat 7.2.1.2 (repair and retorque).

7.12.4 Input steady-state sinusoidal motion at approx. 0.10 g longitudinal (L) only for approx. 30 seconds at each 7

resonant frequency identified in 7.2.3.1.

Record on FM tape, i

7.12.4.1 Determine response (mode) shapes and

{

estimate modal participation factors.

l 7.12.4.2 Repeat 7.2.1.2 (repair and retorque).

f I

7.12.5 Input simulated seismic motion in the (T/V) + (L) directions for approx. 30 seconds such that the peak acceleration level of the motion is scaled to (1/2) i the OBE ZPA. Store on digital tape.

t 7.12.5.1 Compute TRS at 4% and at (TBD%), the latter based on observed damping during preliminary testing such that f

(TBD*) > anticipated system damping.

Compute TRS at all anchor locations.

7.12.5.2 Verify TRS = 1/2 OBE RRS.

7.12.5.3 Backup data on digital tape using the test number in the file name.

l 7.12.5.4 Repeat 7.2.1.2 (repair and retorque).

[

7.12.6 Input simulated seismic motion sealed

{

to approx. 1.0 x OBE ZPA as in 7.2.5.

Store dsta on digital tape.

7.12.G.1 Repeat 7.2.5.1 (compute TRS).

7.12.6.2 Repeat 7.2.5.2 (verify TRS).

7.12.6.3 Repeat 7.2.5.3 (backup data).

i

~

7.12.6.4 Repeat 7.2.1.2 (repair and retorque).

~

7.12.7 Input simulated seismic motion scaled to 1.5 x OBE ZPA as in 7.2.5.

7.12.7.1 Repeat 7.2.5.1 (compute TRS).

7.12.7.2 Repeat 7.2.5.2 (verify TRS).

O 1

Test Plan, Document No. A-000150, Page 32 of 156 a

,.-,n-.

,,_,y,,, > - - - -, -,.-, - -, ---,

Date ANCO Client 7.12.7.3 Repeat 7.2.5.3 (backup data).

7.12.7.4 Repeat 7.2.1.2 (repair and retorque).

7.12.8 Input simulated seismic motion scaled to 1.0 x SSE ZPA as in 7.2.5.

i 7.12.8.1 Compute TRS at 74 and at (TBD*), the latter based on anticipated damping I

such that (TBD4) > anticipated values.

Compute TRS at all anchor locations.

7.12.8.2 Verify TRS > SSE RRS.

7.12.8.3 Repeat 7.2.5.3 (backup data).

7.12.8.4 Repeat 7.2.1.2 (repair and retorque).

7.13 Preliminary and Earthauake Tests.

Case 2.

Fixed Boundary Conditions.

30% Cable Loading 7.13.1 Increase cable loading to 30% of maximum and repeat 7.2.1 [ random dwell tests, (T/V) input].

)

7.13.1.1 Repeat 7.2.1.1 (det, f, 4 ).

i 1

7.13.1.2 Repeat 7.2.1.2 (repair and retorque).

7.13.2 Repeat 7.2.2 (sine dwell tests. (T/V) input].

7.13.2.1 Repeat 7.2.2.1 (mode shapes and participation factors).

f 7.13.2.2 Repeat 7.2.1.2 (repair and retorque).

7.13.3 Repeat 7.2.3 [ random dwell test, (L) input].

f, pi).

7.13.3.1 Repeat 7.2.3.1 (det.

i 7.13.3.2 Repeat 7.2.1.2 (repair and retorque).

7.13.4 Repeat 7.2.4 (sine dwell test, (L) input].

7.13.4.1 Repeat 7.2.4.1 (mode shapes and participation factors).

~

7.13.4.2 Repeat 7.2.1.2 (repair and retorque).

O Test Plan, Document No. A-000150, Page 33 of 156 w,

.,.,,,,-..__-.,.,n, w

g-,

r Date ANCO Client 7.13.5 Repeat 7.2.5 (input 1/2 OBE).

I 7.13.5.1 Repeat 7.2.5.1 (compute TRS).

's,

7.13.5.2 Repeat 7.2.5.2 Nr'ify TRS).

7.13.5.3 Repeat 7.2.5.3 (backup data).

7.13.5.4 Repeat 7.2.1.2 (repair and retorque).

7.13.6 Repeat 7.2.6 (input 1.0 x OBE).

7.13.6.1 Repeat 7.2.5.1 (compute TRS).

7.13.6.2 Repeat 7.2.5.2 (verify TRS).

7.'13.6.3 Repeat 7.2.5.3 (backup data).

7.13.6.4 Repeat 7.2.1.2 (repair and retorque).

7.13.7 Repeat 7.2.7 (input 1.5 x OBE).

7.13.7.1 Repeat 7.2.5.1 (compute TRS).

7.13.7.2 Repeat 7.2.5.2 (verify TRS).

i 7.13.7.3 Repeat 7.2.5.3 (backup data).

7.13.7.4 Repeat 7.2.1.2 (repair and retorque).

7.13.3 Repeat 7.2.8 (input 1.0 x SSE).

7.13.8.1 Repeat 7.2.8.1 (compute TRS).

I 7.13.8.2 Repeat 7.2.8.2 (verify TRS).

7.13.8.3 Repeat 7.2.5.3 (backup data).

i

(

7.13.8.4 Repeat 7.2.1.2 (repair and retorque).

7 --

l 7.14 Preliminary and Earthauake Tests. Case 2.

Fixed Boundary Conditions. 50% Cable I

Loading ll --

7.14.1 Increase cable loading to 50% of maximum and repeat 7.2.1 [ random dwell tests, (T/V) input].

4 P

l j

7.14.1.1 Repeat 7.2.1.1 (det, f, $1).

i 7.14.1.2 Repeat 7.2.1.2 (repair and retorque),

a O

Test Plan, Document No. A-000150 Page 34 of 156

Date ANCO Client

/

,s 7.14.2 Repeat 7.2.2 [ sine dwell tests, (T/V) input].

7.14.2.1 Repeat 7.2.2.1 (mode shapes and participation factors).

f 7.14.2.2 Repeat 7.2.1.2 (repair and retorque).

7.14.3 Repeat 7.2.3 [ random dwell test, (L)

I input].

7.14.3.1 Repeat 7.2.3.1 (det.

f, $1).

i

[

7.14.3.2 Repeat 7.2.1.2 (repair and retorque).

7.14.4 Repeat 7.2.4 [ sine dwell, (L) input].

t 7.14.4.1 Repeat 7.2.4.1 (mode shapes and participation factors).

7.14.4.2 Repeat 7.2.1.2 (repair and retorque).

7.14.5 Repeat 7.2.5 (input 1/2 OBE).

7.14.5.1 Repeat 7.2.5.1 (compute TRS).

7.14.5.2 Repeat 7.2.5.2 (verify TRS).

t 7.14.5.3 Repeat 7.2.5.3 (backup data).

i' 7.14.5.4 Repeat 7.2.1.2 (repair and retorque).

7.14.6 Repeat 7.2.6 (input 1.0 x OBE).

7.14.6.1 Repeat 7.2.5.1 (compute TRS).

I 7.14.6.2 Repeat 7.2.5.2 (verify TRS).

t 7.14.6.3 Repeat 7.2.5.3 (backup data).

7.14.6.4 Repeat 7.2.1.2 (repair and retorque).

7.14.7 Repeat 7.2.7 (input 1.5 x OBE).

'~

7.14.7.1 Repeat 7.2.5.1 (compute TRS).

7.14.7.2 Repeat 7.2.5.2 (verify TRS).

7.14.7.3 Repeat 7.2.5.3 (backup data).

7.14.7.4 Repeat 7.2.1.2 (repair and retorque).

O Test Plan, Document No. A-000150, Page 35 of 156 e.

-w-

._-y_,,,

, _ _,,,y

.,--,--p.

vr_,__-,-__,-

)

T Date ANCO Client

[T 7.14.8 Repeat 7.2.8 (input 1.0 x SSE).

7.14.8.1 Repeat 7.2.8.1 (compute TRS).

7.14.8.2 Repeat 7.2.8.2 (verify TRS).

7.14.8.3 Repeat 7.2.5.3 (backup data).

7.14.8.4 Repeat 7.2.1.2 (repair and retorque).

l 7.15 Preliminary and Earthauake Tests. Case 2.

[

Fixed Boundary Conditions 75% Cable

(

Loading 7.15.1 Increase cable loading to 75% of maximum and repeat 7.2.1 [ random dwell tests, (T/V)' input].

7.15.1.1 Repeat 7.2.1.1 (det.

f, $ ).

i 1

i 7.15.1.2 Repeat 7.2.1.2 (repair and retorque).

7.15.2 Repeat 7.2.2 [ sine dwell tests. (T/V) input].

f#'N 7.15.2.1 Repeat 7.2.2.1 (mode shapes and

',,)

participation factors).

(

7.15.2.2 Repeat 7.2.1.2 (repair and retorque).

l 7.15.3 Repeat 7.2.3 [ random dwell test, (L) input].

' I 7.15.3.1 Repeat 7.2.3.1 (det. f, 4 ).

i 1

l I

1.15.3.2 Repeat 7.2.1.2 (repair and retorque).

[

7.15.4 Repeat 7.2.4 [ sine dwell test, (L) input].

r I

7.15.4.1 Repeat 7.2.4.1 (mode shapes and participation factors).

7.15.4.2 Repeat 7.2.1.2 (repair and retorque).

7.15.5 Repeat 7.2.5 (input 1/2 OBE).

7.15.5.1 Repeat 7.2.5.1 (compute TRS).

7.15.5.2 Repeat 7.2.5.2 (verify TRS).

7.15.5.3 Repeat 7.2.5.3 (backup data).

Test Plan, Document No. A-000150, Page 36 of 156

,w,-

c.-----,

--,,------w---

--,-----------w,---

p..

Date ANCO Client

)

7.15.5.4 Repeat 7.2.1.2 (repair and retorque).

'n.)

7.15.6 Repeat 7.2.6 (input 1.0 x OBE).

7.15.6.1 Repeat 7.2.5.1 (compute TRS).

I 7.15.6.2 Repeat 7.2.5.2 (verify TRS).

7.15.6.3 Repeat 7.2.5.3 (backup data).

7.15.6.4 Repeat 7.2.1.2 (repair and retorque).

7.15.7 Repeat 7.2.7 (input 1.5 x OBE).

j' l

7.15.7.1 Repeat 7.2.5.1 (compute TRS).

[

7.15.7.2 Repeat 7.2.5.2 (verify TRS).

t 7.15.7.3 Repeat 7.2.5.3 (backup data).

7.15.7.4 Repeat 7.2.1.2 (repair and retorque).

7.15.8 Repeat 7.2.8 (input 1.0 x SSE).

7.15.8.1 Repeat 7.2.8.1 (compute TRS).

7.15.8.2 Repeat 7.2.8.2 (verify TRS).

\\

t 7.15.8.3 Repeat 7.2.5.3 (backup data).

I 7.15.8.4 Repeat 7.2.1.2 (repair and retorque) i 7.16 Preliminary and Earthquake Tests. Case 2

( {

Fixed Boundary Conditions. 100% Cable l

Loading 7.16.1 Increase cable loading to 100% of L

maximum and repeat 7.2.1 [ random dwell tests, (T/V) input].

f, $3).

7.16.1.1 Repeat 7.2.1.1 (det.

i 7.16.1.2 Repeat 7.2.1.2 (repair and retorque).

7.16.2 Repeat 7.2.2 [ sine dwell tests, (T/V)

~~

Input].

7.16.2.1 Repeat 7.2.2.1 (mode shapes and participation factors).

7.16.2.2 Repeat 7.2.1.2 (repair and retorque).

!O l

Test Plan, Document No. A-000150, Page 37 of 156

._.m._,,

.-,,.m._m.

_m-

_____.,-.,y

(

Date ANCO Client c

/~s

)

7.16.3 Repeat 7.2.3 [ random dwell test, (L)

('d input].

7.16.3.1 Repeat 7.2.3.1 (det.

f, $1),

i j

7.16.3.2 Repeat 7.2.1.2 (repair ans retorque).

7.16.4 Repeat 7.2.4 [ sine dwell, (L) input].

[

7.16.4.1 Repeat 7.2.4.1 (mode shapes and participation factors).

i 7.16.4.2 Repeat 7.2.1.2 (repair and retorque).

I 7.16.5 Repeat 7.2.5 (input 1/2 OBE).

7.16.5.1 Repeat 7.2.5.1 (compute TRS).

7.16.5.2 Repeat 7.2.5.2 (verify TRS).

7.16.5.3 Repeat 7.2.5.3 (backup data).

7.16.5.4 Repeat 7.2.1.2 (repair and retorque).

r 7.16.6 Repeat 7.2.6 (input 1.0 x OBE).

f)

7.16.6.1 Repeat 7.2.5.1 (compute TRS).

O 7.16.6.2 Repeat 7.2.5.2 (verify TRS).

(

7.16.6.3 Repeat 7.2.5.3 (backup data).

7.16.6.4 Repeat 7.2.1.2 (repair and retorque).

[

7.16.7 Repeat 7.2.7 (input 1.5 x OBE).

t f

7.16.7.1 Repeat 7.2.5.1 (compute TRS).

7.16.7.2 Repeat 7.2.5.2 (verify TRS).

7.16.7.3 Repeat 7.2.5.3 (backup data).

7.16.7.4 Repeat 7.2.1.2 (repair and retorque).

1 "

7.16.8 Repeat 7.2.8 (input 1.0 x SSE).

7.16.8.1 Repeat 7.2.8.1 (compute TRS).

7.16.8.2 Repeat 7.2.8.2 (verify TRS).

O Test Plan, Document No. A-000150 Page 38 of 156

-w

,*--,,y--y y

e----y----

yw-,

- - -. --w,,.--

-g--,,.,,

Date ANCO Client 7.16.8.3 Repeat 7.2.5.3 (backup data).

.(

7.16.8.4 Repeat 7.2.1.2 (repair and retorque).

7.17 Preliminary and Earthquake Tests. Case 2.

Pinned Boundary Conditions, 100% Cable Loading 7.17.1 Loosen and lock anchor attachment bolts so that there is approx. 1/8-in, gap between shake table mounting surface and hanger attachment surface.

7.17.2 Input coupled transverse and vertical random motion at approx. 0.25 grms, approx. 120 seconds. Record accelero-meter data on FM tape.

7.17.2.1 Verify (via XPER of structural response to shake table input) that the lowest transverse structural mode of vibration is within + 15 percent of either:

1) the peak of the SSE RRS, or

2) the dominant transverse tray resonant frequency. Adjust anchor bolt gap as required to achieve (1) and/or (2).

Record final gaps and subsequent lowest transverse structural frequency.

l 7.17.2.2 Repeat 7.2.1.2 (repair and retorque).

7.17.3 Repeat 7.2.2 [ sine dwell tests, (T/V) input] at frequencies identified in 7.7.2.1.

7.17.3.1 Repeat 7.2.2.1 (mode shapes and participation factors).

A 7.17.3.2 Repeat 7.2.1.2 (repair and retorque).

7.17.4 Input longitudinal random motion at approx. 0.25 g, approx. 120 seconds.

Record on FM tape.

O Test Plan, Document No. A-000150, Page 39 of 156

~~

l I

,------+e-,

v.,

-,,,,,.,n.-

..+---,,-m,n..yn-..,-

Date ANCO Client 7.17.4.1 Repeat 7.2.3.1 (det.

f, Ag).

i

=

7.17.4.2 Repeat 7.2.1.2 (repair and retorque).

7.17.5 Repeat 7.2.4 [ sine dwell test, (L) input].

7.17.5.1 Repeat 7.2.4.1 (mode shapes and participation factors).

7.17.5.2 Repeat 7.2.1.2 (repair and retorque).

7.17.6 Repeat 7.2.8 (input 1.0 x SSE).

I 7.17.6.1 Repeat 7.2.8,1 (compute TRS).

I 7.17.6.2 Repeat 7.2.8.2 (verify TRS).

i 7.17.6.3 Repeat 7.2.5.3 (backup data).

P 7.17.6.4 Repeat 7.2.1.2 (repair and retorque).

t 7.18 Fragility Level Tests. Case 2. Pinned I

Boundary Condl.lons. 2004 Cable Loading 7.18.1 Input simulated seismic motion in the (T/V) + (L) directions for approx. 30 seconds such that the peak acceleration level of the motion is scaled to 1.2 x SSE ZPA. Store all data on digital tape.

t 7.18.1.1 Repeat 7.2.8.1 (compute TRS).

7.18.1.2 Verify TRS > 1.2 x SSE RRS.

7.18.1.3 Repeat 7.2.5.3 (backup data).

t 7.18.1.4 Note any system / component damage in Section 10.0.

Photograph and attach photographs of any damaged areas to the test log. Repair and retorque bolts as required.

7.18.2 Continued fragility level testing.

If significant structural damage has not l

occurred, continue increasing the ampli-tude of simulated seismic motion by approx. 20% increments and repehting the sequence of 7.8.1 through 7.8.1.4 until significant structural damage does occur, 4

or the limits of the shake table are a

O Test Plan, Document No. A-000150, Page 40 of 156 e

-e,-.,.--n,--.m,

,,-----y

.,,--,,m.,,,.,.e,.--p.,,,,,-,,,p.m---,,-.-m.,

,,,.,,,,_,,.,,y,.---._,,,-,,_+m,p,_

,s-,e

_,w-.,

.. ~

Date ANCO Client l

f(}

reached. Record the sequence below.

/

Note damage (if any) in Section 10.0.

i

(

i i

i t

l r-t k

i' i

i

(

E 4

i - t j-1 I

Y i

5

.m P

s.

l 2

1

==d I

Test Plan. Document No. A-000150, Page 41 of 156

I i

l 7.19 Data Reduction. Case 2 Date ANCO Client 7.19.1 Preliminary testing data reduction.

p)

\\

Appropriate channels of information have been reduced to hard copy and are contained in the test log book, by test number, to determine trends in dominant resonant frequencies, their modal damping ratios, the shape of their response (mode shapes), and their participation factors.

r 7.19.2 Earthquake testing data reduction.

All appropriate TRS have been computed and plotted, and the time histories of r

l input and response have been rendered to hard copy and are contained in the test log, by test number, so that peak values of response can be extracted and dynamic amplification estimated.

7.19.3 Fragility level data reduction. All appropriate TRS have been computed and plotted, all time histories of input and response have been rendered to hard copy, i

and all damage (where appropriate) has been photographed and are contained in the test log, by test number.

7.20 Teardown and Removal of Case 2 7.20.1 Perform post-test calibrations on all sensing transducers in accordance with Section 8.2.

7.20.1.1 Post-test calibrations are within limits established in Section 8.2, where found beyond limits, note below:

,r Data Channel No.

Xducer S/N

% Difference t

O Test Plan, Document No. A-000150, Page 42 of 156 t

,,,r m--

e e

e-w-

i l

Date ANCO Client 7.20.2 Remove Case 2 from R-4 Shake Table.

O 7.21 Setup. Case 3 7.21.1 An approved copy of this procedure is on site, and ANCO QA procedures, as e

j discussed in Section 2.0, are in effect.

7.21.2 Install Case 3 on R-4 shake table as I

per appropriate Sections 5.0, 8.3, and i

Appendix A.

[

7.21.3 Calibrate all measuring transducers

[

as per 8.2.

7.21.4 Torque all assembly bolts as per 8.3.

7.21.5 Verify shape of TRS.

7.21.6 Install minimum cable (104) and tie down as per 8.3.

(

F '

7.22 Preliminary and Earthquake Tests.

Case 3. Fixed Boundary Conditionst 10% Cable Loading ON 7.22.1 Input coupled transverse and vertical random motion at 0.05, 0.10, 0.15, 0.20, 0.25, 0.35, and 0.45 grms, i

approx. 120 seconds at each level.

Record accelerometer data on FM tape.

f i

7.22.1.1 Determine transverse and vertical i

resonant frequencies and damping ratios.

7.22.1.2 Note any system degradation in Section 10.0; repair and retorque assembly bolts as required.

7.22.2 Input steady-state sinusoidal motion at approx. 0.1C g coupled (T/V) only for approx. 30 seconds at each resonant frequency identified in 7.2.1.1.

'~

Record on FM tape.

l 7.22.2.1 Determine response (mode) shapes and estimate modal participation factors.

7.22.2.2 Repeat 7.2.1.2 (repair and retorque),

i I

1 Test Plan, Document No. A-000150, Page 43 of 156

' = - -

+-.-,_,.-erw---

.,-r--

--w-e.

e-,---w.v-,,w-,y n,-.,,

.--,m---

9r%,p-,.w e

rms,

Date ANCO Client 7.22.3 Input longitudinal random motion at

(

0.05, 0.10, 0.15, 0.20, 0.25, 0.35, and 0.45 grms, approx. 120 seconds at each level. Record accelerometer data on FM tape.

7.22.3.1 Determine longitudinal resonant frequencies and damping ratios.

7.22.3.2 Repeat 7.2.1.2 (repair and retorque).

7.22.4 Input steady-state sinusoidal motion at approx. 0.10 g longitudinal (L) only for appron. 30 seconds at each resonant frequency identified in 7.2.3.1.

Record on FM tape.

7.22.4.1 Determine response (mode) shapes and estimate modal participation factors, 7.22.4.2 Repeat 7.2.1.2 (repair and retorque).

7.22.5 Input simulated seismic motion in the j

(T/V) + (L) directions for approx. 30 seconds such that the peak acceleration level of the motion is scaled to (1/2)

),.

the OBE ZPA.

Store on digital tape.

1 7.22.5.1 Compute TRS at 44 and at (TBD*) the latter based on observed damping during preliminary testing such that (TBD*) > anticipated system damping.

l Compute TRS at all anchor locations.

7.22.5.2 Verify TRS = 1/2 OBE RRS.

7.22.5.3 Backup data on digital tape using the test number in the file name.

7.22.5.4 Repeat 7.2.1.2 (repair and retorque).

m 7.22.6 Input simulated seismic motion sealed to approx. 1.0 x OBE ZPA as in 7.2.5.

Store data on digital tape.

i 7.22.6.1 Repeat 7.2.5.1 (compute TRS).

7.22.6.2 Repeat 7.2.5.2 (verify TRS).

w N

w Test Plan, Document No. A-000150, Page 44 of 156 s.---we-v.e-r-----

.--w.-=

ee

..-,-ww--,

,,,,e~w-

,c,-,-,w----y-*,-,-,.+,,,,---,,-.gemry.----.9---e,e-e----.%yy-,nw--

c a

r Date ANCO Client 7.22.6.3 Repeat 7.2.5.3 (backup data).

7.22.6.4 Repeat 7.2.1.2 (repair and retorque).

7.22.7 Input simulated seismic motion scaled to 1.5 x OBE ZPA as in 7.2.5.

e 7.22.7.1 Repeat 7.2.5.1 (compute TRS).

[

7.22.7.2 Repeat 7.2.5.2 (verify TRS).

i 7.22.7.3 Repeat 7.2.5.3 (backup data).

7.22.7.4 Repeat 7.2.1.2 (repair and retorque).

7.22.8 Input simulated seismic motion scaled to 1.0 x SSE ZPA as in 7.2.5.

7.22.8.1 Compute TRS at 7% and at (TBD*), the latter based on anticipated damping such that (TBD*) > anticipated values.

Compute TRS at all anchor locations.

f 7.22.8.2 Verify TRS > SSE RRS.

7.22.8.3 Repeat 7.2.5.3 (backup data).

7.22.8.4 Repeat 7.2.1.2 (repair and retorque).

7.23 Preliminary and Earthquake Tests.

Case 3 Fixed Boundary Conditions.

30% Cable Loading 7.23.1 Increase cable loading to 30% of maximum and repeat 7.2.1 [ random dwell tests, (T/V) input].

f 7.23.1.1 Repeat 7.2.1.1 (det, f, 41).

1 i

7.23.1.2 Repeat 7.2.1.2 (repair and retorque).

7.23.2 kepeat 7.2.2 [ sine dwell tests. (T/V) input].

7.23.2.1 Repeat 7.2.2.1 (mode shapes and participation factors).

]

7.23.2.2 Repeat 7.2.1.2 (repair and retorque).

7.23.3 Repeat 7.2.3 [ random dwell test, (L) input].

N.

Test Plan, Document No. A-000150, Page 45 of 156

.-s..

-wr.

7,..

___.,__-_,y

._yy,--.,e_.-,y__

Date ANCO Client

h 7.23.3.1 Repeat 7.2.3.1 (det. f, $1).

3 7.23.3.2 Repeat 7.2.1.2 (repair and retorque).

7.23.4 Repeat 7.2.4 [ sine dwell test, (L) input].

7.23.4.1 Repeat 7.2.4.1 (mode shapes and participation factors).

7.23.4.2 Repeat 7.2.1.2 (repair and retorque).

f 7.23.5 Repeat 7.2.5 (input 1/2 OBE).

t 7.23.5.1 Repeat 7.2.5.1 (compute TRS).

7.23.5.2 Repeat 7.2.5.2 (verify TRS).

7.23.5.3 Repeat 7.2.5.3 (backup data).

7.23.5.4 Repeat 7.2.1.2 (repair and retorque).

7.23.6 Repeat 7.2.6 (input 1.0 x OBE).

7.23.6.1 Repeat 7.2.5.1 (compute TRS).

7.23.6.2 Repeat 7.2.5.2 (verify TRS).

7.23.6.3 Repeat 7.2.5.3 (backup data).

7.23.6.4 Repeat 7.2.1.2 (repair and retorque).

7.23.7 Repeat 7.2.7 (input 1.5 x OBE).

7.23.7.1 Repeat 7.2.5.1 (compute TRS).

7.23.7.2 Repeat 7.2.5.2 (verify TRS).

7.23.7.3 Repeat 7.2.5.3 (backup data).

7.23.7.4 Repeat 7.2.1.2 (repair and retorque).

7.23.8 Repeat 7.2.8 (input 1.0 x SSE).

7.23.8.1 Repeat 7.2.8.1 (compute TRS).

7.23.8.2 Repeat 7.2.8.2 (verify TRS).

7.23.8.3 Repeat 7.2.5.3 (backup data).

~

7.23.8.4 Repeat 7.2.1.2 (repair and retorque).

Test Plan, Document No. A-000150, Page 46 of 156

-9m_.y_..

_--.~....__.--%-

_m.,

, -.. - -, + - - _ _,.

e - - -

www w--na w- + -

-m r

-'---w---e-ec-<--

W

i 7.24 Preliminary and Earthquake Tests. Case 3 Fixed Boundary Conditions, 50% Cable

/

Loading Date ANCO Client L/

7.24.1 Increase cable loading to 50% of maximum and repeat 7.2.1 [ random dwell tests, (T/V) input].

7.24.1.1 Repeat 7.2.1.1 (det, f, 41).

i 7.24.1.2 Repeat 7.2.1.2 (repair and retorque),

i 7.24.2 Repeat 7.2.2 [ sine dwell tests. (T/V) input].

I 7.24.2.1 Repeat 7.2.2.1 (mode shapes and participation factors).

7.24.2.2 Repeat 7.2.1.2 (repair and retorque).

7.24.3 Repeat 7.2.3 (random dwell test, (L) input].

7.24.3.1 Repeat 7.2.3.1 (det.

f, 4 ).

i 1

l 7.24.3.2 Repeat 7.2.1.2 (repair and retorque).

7.24.4 Repeat 7.2.4 [ sine dwell. (L) input].

7.24.4.1 Repeat 7.2.4.1 (mode shapes and participation factors).

Repeat 7.2.1.2 (repair and retorque).

7.24.4.2 7.24.5 Repeat 7.2.5 (input 1/2 OBE).

7.24.5.1 Repeat 7.2.5.1 (compute TRS).

4 7.24.5.2 Repeat 7.2.5.2 (verify TRS).

7.24.5.3 Repeat 7.2.5.3 (backup data).

7.24.5.4 Repeat 7.2.1.2 (repair and retorque).

7.24.6 Repeat 7.2.6 (input 1.0 x OBE).

7.24.6.1 Repeat 7.2.5.1 (compute TRS).

7.24.6.2 Repeat 7.2.5.2 (verify TRS).

7.24.6.3 Repeat 7.2.5.3 (backup data).

7.24.6.4 Repeat 7.2.1.2 (repair and retorque).

7.24.7 Repeat 7.2.7 (input 1.5 x OBE).

\\

w Test Plan, Document No. A-000150. Page 47 of 156 m

-mr-, -

,--w-w--

m,,

,-,--m-

---y---,--ry.-.---,4- - - -, -, - -.,

p.-w-

--gr--

m e.

y, - - - - - - - - - -

-,%ei-w-,--

---w

Date ANCO Client O-7.24.7.1 Repeat 7.2.5.1 (compute 7RS).

7.24.7.2 Repeat 7.2.5.2 (verify TRS).

7.24.7.3 Repeat 7.2.5.3 (backup data).

7.24.7.4 Repeat 7.2.1.2 (repair and retorque).

7.24.8 Repeat 7.2.8 (input 1.0 x SSE).

7.24.8.1' Repeat 7.2.8.1 (compute TRS).

7.24.8.2 Repeat 7.2.8.2 (verify TRS).

7.24.8.3 Repeat 7.2.5.3 (backup data).

7.24.8.4 Repeat 7.2.1.2 (repair and retorque).

7.25 Preliminary and Earthquake Tests. Case 3.

Fixed Boundary Conditions. 75% Cable Loading 7.25.1 Increase cable loading to 75% of maximum and repeat 7.2.1 [ random dwell tests, (T/V) input].

7.25.1.1 Repeat 7.2.1.1 (det.

f, $1).

i 7.25.1.2 Repeat 7.2.1.2 (repair and retorque).

t 7.25.2 Repeat 7.2.2 [ sine dwell tests. (T/V) input].

7.25.2.1 Repeat 7.3.2.1 (mode shapes and participation factors).

7.25.2.2 Repeat 7.2.1.2 (repair and retorque).

7.25.3 Repeat 7.2.3 [ random dwell test, (L) input].

7.25.3.1 Repeat 7.2.3.1 (det.

f, $1).

i 7.25.3.2 Repeat 7.2.1.2 (repair and retorque).

7.25.4 Repeat 7.2.4 [ sine dwell test. (L) input].

7.25.4.1 Repeat 7.2.4.1 (mode shapes and participation factors).

7.25.4.2 Repeat 7.2.1.2 (repair and retorque).

.a Test Plan, Document No. A-000150, Pace 48 of 156

-,..,,. -. - -. ~. - -.,

-.-----n n,--n--

7.25.5 Repeat 7.2.5 (input 1/2 OBE).

'~%

7.25.5.1 Repeat 7.2.5.1 (compute TRS).

7.25.5.2 Repeat 7.2.5.2 (verify TRS).

7.25.5.3 Repeat 7.2.5.3 (backup data).

7.25.5.4 Repeat 7.2.1.2 (repair and retorque).

7.25.6 Repeat 7.2.6 (input 1.0 x OBE).

7.25.6.1 Repeat 7.2.5.1 (compute TRS).

7.25.6.2 Repeat 7.2.5.2 (verify TRS).

7.25.6.3 Repeat 7.2.5.3 (backup data).

7.25.6.4 Repeat 7.2.1.2 (repair and retorque).

7.25.7 Repeat 7.2.7 (input 1.5 x OBE).

7.25.7.1 Repeat 7.2.5.1 (compute TRS).

7.25.7.2 Repeat 7.2.5.2 (verify TRS).

7.25.7.3 Repeat 7.2.5.3 (backup data).

7.25.7.4 Repeat 7.2.1.2 (repair and retorque).

1N 7.25.8 Repeat 7.2.8 (input 1.0 x SSE).

7.25.8.1 Repeat 7.2.8.1 (compute TRS).

7.25.8.2 Repeat 7.2.8.2 (verify TRS).

7.25.8.3 Repeat 7.2.5.3 (backup data).

7.25.8.4 Repeat 7.2.1.2 (repair and retorque).

7.26 Preliminary and-Earthquake Tests. Case 3.

Fixed Boundary Conditions. 100% Cable Loading 7.26.1 Increase cable loading to 100% of maximum and repeat 7.2.1 [ random dwell tests, (T/V) input].

7.26.1.1 Repeat 7.2.1.1 (det, f, 41).

t 7.26.1.2 Repeat 7.2.1.2 (repair and retorque).

7.26.2 Repeat 7.2.2 [ sine dwell tests, (T/V) input].

O Test Plan, Document No. A-000150 Page 49 of 156

7.26.2.1 Repeat'7.2.2.1 (mode shapes and participation factors).

,\\,,/

7.26.2.2 Repeat 7.2.1.2 (repair and retorque).

7.26.3 Repeat 7.2.3 [ random dwell test. (L) input].

?'

7.26.3.1 Repeat 7.2.3.1 (det. f,$).

i 1

7.26.3.2 Repeat 7.2.1.2 (repair and retorque).

7.26.4 Repeat 7.2.4 [ sine dwell, (L) input].

7.26.4.1 Repeat 7.2.4.1 (mode shapes and participation factors).

7.26.4.2 Repeat 7.2.1.2 (repair and retorque).

7.26.5 Repeat 7.2.5 (input 1/2 OBE).

+

7.26.5.1 Repeat 7.2.5.1 (compute TRS).

7.26.5.2 Repeat 7.2.5.2 (verify TRS).

7.26.5.3 Repeat 7.2.5.3 (backup data).

7.26.5.4 Repeat 7.2.1.2 (repair and retorque).

(

7.26.6 Repeat 7.2.6 (input 1.0 x OBE).

7.26.6.1 Repeat 7.2.5.1 (compute TRS).

7.26.6.2 Repeat 7.2.5.2 (verify TRS).

7.26.6.3 Repeat 7.2.5.3 (backup data).

7.26.6.4 Repeat 7.2.1.2 (repair and retorque).

7.26.7 Repeat 7.2.7 (input 1.5 x OBE).

7.26.7.1 Repeat 7.2.5.1 (compute TRS).

7.26.7.2 Repeat 7.2.5.2 (verify TRS).

7.26.7.3 Repeat 7.2.5.3 (backup data).

~

7.26.7.4 Repeat 7.2.1.2 (repair and retorque).

7.26.8 Repeat 7.2.8 (input 1.0 x SSE).

7.26.8.1 Repeat 7.2.8.1 (compute TRS).

7.26.8.2 Repeat 7.2.8.2 (verify TRS).

\\

i Test Plan. Document Na. A-000150. Page 50 of 156 i

7.26.8.3 Repeat 7.2.5.3 (backup data).

7.26.8.4 Repeat 7.2.1.2 (repair and retorque).

.V 7.27 Preliminary and Earthquake Tests. Case 3.

Finned Boundary Conditions. 100% Cable Loading Date ANCO Client 7.27.1 Loosen and lock anchor attachment bolts so that there is approx. 1/8-in. gap f

between shake table mounting surface and hanger attachment surface.

7.27.2 Input coupled transverse and vertical random motion at approx. 0.25 guns, approx. 120 seconds. Record accelero-meter data on FM tape.

l 7.27.2.1 Verify (via XFER of structural response to shake table input) that the lowest transverse structural mode of vibration is within + 15 percent of either:

1) the peak of the SSE RRS, or 6

2) the dominant transverse tray resonant j

frequency. -Adjust anchor bolt gap as required to achieve (1) and/or (2).

Record final gaps and subsequent lowest transverse structural frequency.

O 7.27.2.2 Repeat 7.2.1.2 (repair and retorque).

l 7.27.3 Repeat 7.2.2 [ sine dwell tests. (T/V) l input] at frequencies identified in 7.7.2.1.

j 7.27.3.1 Repeat 7.2.2.1 (mode shapes and participation factors).

l 7.27.3.2 Repeat 7.2.1.2 (repair and retorque),

s 7.27.4 Input longitudinal random motion at approx. 0.25 g, approx. 120 seconds.

Record on FM tape.

l l

l

\\

Test Plan, Document No. A-000150, Page 51 of 156

,-._my

7.27.4.1 Repeat 7.2.3.1 (det, f, $1).

i 7.27.4.2 Repeat 7.2.1.2 (repair and retorque),

O i

7.27.5 Repeat 7.2.4 [ sine dwell test, (L) input).

7.27.5.1 Repeat 7.2.4.1 (mode shapes and participation factors).

7.27.5.2 Repeat 7.2.1.2 (repair and retorque).

f'

[

7.27.6 Repeat 7.2.8 (input 1.0 x SSE).

7.27.6.1 Repeat 7.2.8.1 (compute TRS).

t i

7.27.6.7 Repeat 7.2.8.2 (verify TRS).

7.27.6.3 Repeat 7.2.5.3 (backup data).

7.27.6.4 Repeat 7.2.1.2 (repair and retorque).

r 7.28 Fragility Level Tests. Case 3. Pinned Boundary Conditions. 1004 Cable Loading F

7.28.1 Input simulated seismic motion in the (T/V) + (L) directions for approx. 30 seconds such that the peak acceleration level of the motion is scaled to 1.2 x SSE ZPA. Store all data on digital tape.

I 7.28.1.1 Repeat 7.2.8.1 (compute TRS).

7.28.1.2 Verify TRS > 1.2 x SSE RRS.

7.28,1.3 Repeat 7.2.5.3 (backup data).

t 4

i 7.28.1.4 Note any system / component damage in Section 10.0.

Photograph and attach photographs of any damaged areas to the test log. Repair and retorque i

bolts as required.

J

\\

7.28.2 Continued fragility level

testing.

If 1

significant structural damage has not occurred, continue increasing the ampli-tude of simulated seismic motion by approx. 20% increments and repeating the sequence of 7.8.1 through 7.8.1.4 until significant structural damage does occur, or the limits of the shake table are reached. Record the sequence below.

3 Note damage (if any) in Section 10.0.

a

_s Test Plan, Document No. A-000150, Page 52 of 156 i

+

r e-r - r-on ew -- -

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-++-es.--ev.wwn wwv,,.

mew

,r

--w---

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+ i i,

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i i f

it I

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i i

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}

7.29 Data Reduction. Case 3 l'

7.29.1 Preliminary testing data reduction.

Appropriate channels of information have been reduced to hard copy and are contained in the test log book, by test I

number, to determine trends in dominant resonant frequencies, their modal damping Test Plan, Document No. A-000150, Page 53 of 156 1

1 4

,n.n -__n,,..,,_.

,_,-,n,,

ratios, the shape of their response (mode shapes), and their participation p

factors.

\\ )

7.29.2 Earthquake testing data reduction.

All appropriate TRS have been computed and plotted, and the time histories of input and response have been rendered to hard copy and are contained in the test log, by test number, so that peak values of response can be extracted and dynamic amplification estimated.

i 7.29.3 Fragility level data reduction. All appropriate TRS have been computed and plotted, all time histories of input and i

response have been rendered to hard copy, and all damage (where appropriate) has j

been photographed and are contained in the test log, by test number, f

7.30 Teardown and Removal of Case 3 t

7.30.1 Perform post-test calibrations on all sensing transducers in accordance with l

Section 8.2.

7.30.1.1 Post-test calibrations are within

((~'N limits established in Section 8.2,

"\\_,)

where found beyond limits, note below:

Data Channel No.

Xducer S/N

Difference f

i I

7.30.2 Remove Case 3 from R-4 Shake Table.

7.31 Setup. Case 4 7.31.1 An approved copy of this procedure is on site, and ANCO QA procedures, as discussed in Section 2.0, are in effect.

O Test Plan, Document No. A-000150, Page 54 of 156

~~

1

4 7.31.2 Install Case 4 on R-4 shake table as per appropriate Sections 5.0, 8.3, and Appendix A.

7.31.3 Calibrate all measuring transducers as per 8.2.

7.31.4 Torque all assembly bolts as per 8.3.

7.31.5 Verify shape of TRS.

l 1r 7.31.6 Install minimum cable (104) and tie down as per 8.3.

7.32 Preliminary and Earthquake Tests, i

Case 4. Fixed Boundary Conditions.

104 Cable Loading 7.32.1 Input coupled transverse and vertical random motion at 0.05, 0.10, 0.15, 0.20, 0.25, 0.35, and 0.45 gras, approx. 120 seconds at each level.

Record accelerometer data on FM tape.

1 7.32.1.1 Determine transverse and vertical resonant frequencies and damping ratios.

O 7.32.1.2 Note any system degradation in Section 10.0; repair and retorque assembly bolts as required.

[

7.32.2 Input steady-state sinusoidal motion at approx. 0.10 g coupled (T/V) only for approx. 30 seconds at each resonant frequency identified in 7.2.1.1.

j Record on FM tape.

7.32.2.1 Determine response (mode) shapes and estimate modal participation factors.

7.32.2.2 Repeat 7.2.1.2 (repair and retorque).

7.32.3 Input longitudinal random motion at 0.05, 0.10, 0.15, 0.20, 0.25, 0.35, and 0.45 grus, approx.120 seconds at cach level. Record accelerometer data on FM tape.

7.32.3.1 Determine longitudinal resonant frequencies and damping ration.

7.32.3.2 Repeat 7.2.1.2 (repair and retorque).

j i

i

'~

Test lan, Document No. A-000150, Page 55 of 156 4

w e

e w.ve

---.*-..,.,v--y,----.c.-re,

,--v~

w,-

y-y.

_--++--.m,

,.,,,-e._

w-

r-,-,--,

w~----

e,---.---

F 7.32.4 Input steady-state sinusoidal motion at approx. 0.10 g longitudinal (L) only for approx. 30 seconds at each g

resonant frequency identified in N

7.2.3.1.

Record on FM tape.

7.32.4.1 Determine response (mode) shapes and estimate modal participation factors.

7.32.4.2 Repeat 7.2.1.2 (repair and retorque).

r 7.32.5 Input simulated seismic motion in the I

(T/V) + (L) directions for approx. 30 seconds such that the peak acceleration level of the motion is scaled to (1/2) the OBE ZPA.

Store on digital tape.

7.32.5.1 Compute TRS at 44 and at (TBD*), the latter based on observed damping during preliminary testing such that (TBD4) > anticipated system damping.

3 Compute TRS at all anchor locations.

7.32.5.2 Verify TRS = 1/2 OBE RRS.

r f

7.32.5.3 Backup data on digital tape using the test number in the file name.

}

7.32.5.4 Repeat 7.2.1.2 (repair and retorque).

v 7.32.6 Input simulated seismic motion sealed i

to approx. 1.0 x OBE ZPA as in 7.2.5.

Store data on digital tape.

7.32.6.1 Repeat 7.2.5.1 (compute TRS).

I 7.32.6.2 Repeat 7.2.5.2 (verify TRS).

7.32.6.3 Repeat 7.2.5.3 (backup data).

7.32.6.4 Repeat 7.2.1.2 (repair and retorque).

7.32.7 Input simulated seismic motion scaled to 1.5 x OBE ZPA as in 7.2.5.

7.32.7.1 Repeat 7.2.5.1 (compute TRS).

7.32.7.2 Repeat 7.2.5.2 (verify TRS).

7.32.7.3 Repeat 7.2.5.3 (backup data).

7.32.7.4 Repeat 7.2.1.2 (repair and retorque).

7.32.8 Input simulated seismic motion scaled to 1.0 x SSE ZPA as in 7.2.5.

J

~"

Test Plan, Document No. A-000150, Page 56 of 156

,,--r e-------

-,.rnw

,.----me.,,---a- - - - - - - - --

-e

e

l 7.32.8.1 Compute TRS at 7% and at (TBD%), the

.j latter based on anticipated damping such that (TBD%) > anticipated values.

Compute TRS at all anchor locations.

7.32.8.2 Verify TRS 1 SSE RRS.

7.32.8.3 Repeat 7.2.5.3 (backup data).

4 7.32.8.4 Repeat 7.2.1.2 (repair and retorque) i I'

i !

7.33 Preliminary and Earthauake Tests.

Case 4. Fixed Boundary Conditions.

30% Cable Loading i

7.33.1 Increase cable loading to 30% of maximum and repeat 7.2.1 [ random f

dwell tests. (T/V) input),

i i 7.33.1.1 Repeat 7.2.1.1 (det.

f, 41).

i 7.33.1.2 Repeat 7.2.1.2 (repair and retorque).

) i 7.33.2 Repeat 7.2.2 [ sine dwell tests. (T/V) input].

l 7.33.2.1 Repeat 7.2.2.1 (mode shapes and participation factors).

r 7.33.2.2 Repeat 7.2.1.2 (repair and retorque).

j I

7.33.3 Repeat 7.2.3 [randos dwell test, (L) input].

7.33.3.1 Repeat 7.2.3.1 (det, fg $1).

7.33.3.2 Repeat 7.2.1.2 (repair and retorque).

l 7.33.4 Repeat 7.2.4 [ sine dwell test, (L) input].

7.33.4.1 Repeat 7.2.4.1 (mode shapes and participation factors).

7.33.4.2 Repeat 7.2.1.2 (repair and retorque).

7.33.5 Repeat 7.2.5 (input 1/2 OBE).

j '

7.33.5.1 Repeat 7.2.5.1 (compute TRS).

7.33.5.2 Repeat 7.2.5.2 (verify TRS).

7.33.5.3 Repeat 7.2.5.3 (backup data).

w

~~

I Test Plan, Document No. A-000150, Page 57 of 156 r

.m,.-..-~,..,_m.-

.,,._. -._ - m_. -

m,_.,.,,c__,___.--,

_,_,,,____m,,

, - -.. ~. -.. - -.

i 7.33.5.4 Repeat 7.2.1.2 (repair and retorque).

7.33.6 Repeat 7.2.6 (input 1.0 x OBE).

7.33.6.1 Repeat 7.2.5.1 (compute TRS).

i 7.33.6.2 Repeat 7.2.5.2 (verify TRS).

l 7.33.6.3 Repeat 7.2.5.3 (backup data).

4 7.33.6.4 Repeat 7.2.1.2 (repair and retorque).

4 r-

)j 7.33.7 Repeat 7.2.7 (input 1.5 x OBE).

i' l

7.33.7.1 Repeat 7.2.5.1 (compute TRS).

f 7.33.7.2 Repeat 7.2.5.2 (verify TRS).

7.33.7.3 Repeat 7.2.5.3 (backup data).

i 7.33.7.4 Repeat 7.2.1.2 (repair and retorque).

7.33.8 Repeat 7.2.8 (input 1.0 x SSE).

7.33.8.1 Repeat 7.2.8.1 (compute TRS).

P 7.33.8.2 Repeat 7.2.8.2 (verify TRS).

7.33.8.3 Repeat 7.2.5.3 (backup data).

7.33.8.4 Repeat 7.2.1.2 (repair and retorque),

4 f

7.34 Preliminary and Earthauake Tests. Case 4.

Fixed Boundary Conditions. 50% Cable Loading 7.34.1 Increase cable loading to 50% of maximum and repeat 7.2.1 [ random dwell tests. (T/V) input].

I 7.34.1.1 Repeat 7.2.1.1 (det. f, 41).

i 7.34.1.2 Repeat 7.2.1.2 (repair and retorque).

J

[_

7.34.2 Repeat 7.2.2 [ sine dwell tests. (T/V) l Input].

I 7.34.2.1 Reprat 7.2.2.1 (mode shapes and participation factors).

l 7.34.2.2 Repeat 7.2.1.2 (repair and retorque).

7.34.3 Repeat 7.2.3 [ random dwell test, (L) input].

-s

~

Test Plan, Document No. A-000150, Page 58 of 156 i

l

--~,

._m__,

7.34.3.1 Repeat 7.2.3.1 (det.

f, $ ).

i 1

7.34.3.2 Repeat 7.2.1.2 (repair and retorque).

7.34.4 Repeat 7.2.4 [ sine dwell, (L) input].

7.34.4.1 Repeat 7.2.4.1 (mode shapes and participation factors).

7.34.4.2 Repeat 7.2.1.2 (repair and retorque).

7.34.5 Repeat 7.2.5 (input 1/2 OBE).

j 7.34.5.1 Repeat 7.2.5.1 (compute TRS).

7.34.5.2 Repeat 7.2.5.2 (verify TRS).

I 7.34.5.3 Repeat 7.2.5.3 (backup data).

1 -

7.34.5.4 Repeat 7.2.1.2 (repair and retorque).

4 7.34.6 Repeat 7.2.6 (input 1.0 x OBE).

I 7.34.6.1 Repeat 7.2.5.1 (compute TRS).

t 7.34.6.2 Repeat 7.2.5.2 (verify TRS).

7.34.6.3 Repeat 7.2.5.3 (backup data).

"'g 7.34.6.4 Repeat 7.2.1.2 (repair and retorque),

G i

7.34.7 Repeat 7.2.7 (input 1.5 x OBE).

i 7.34.7.1 Repeat 7.2.5.1 (compute TRS).

7.34.7.2 Repeat 7.2.5.2 (verify TRS).

7.34.7.3 Repeat 7.2.5.3 (backup data).

7.34.7.4 Repeat 7.2.1.2 (repair and retorque).

7.34.8 Repeat 7.2.8 (input 1.0 x SSE).

7.34.8.1 Repeat 7.2.8.1 (compute TRS).

7.34.8.2 Hepeat 7.2.8.2 (verify TRS).

7.34.8.3 Repeat 7.2.5.3 (backup data).

m 7.34.8.4 Repeat 7.2.1.2 (repair and retorque).

3 1

s Test Plan, Document No. A-000150 Page 59 of 156 i

i n.

_-n,

,,._,,.n.,,,

7.35 Preliminary and Earthquake Tests, Case 4.

Fixed Boundary Conditions. 754 Cable Loading Date ANCO Client 7.35.1 Increase cable loading to 75% of maximum and repeat 7.2.1 [ random dwell tests.

(T/V) input].

7.35.1.1 Repeat 7.2.1.1 (det, f, $ ).

i 1

l' 7.35.1.2 Repeat 7.2.1.2 (repair and retorque),

f 7.35.2 Repeat 7.2.2 [ sine dwell tests, (T/V)

A input].

7.35.2.1 Repeat 7.2.2.1 (mode shapes and l

participation factors).

7.35.2.2 Repeat 7.2.1.2 (repair and retorque).

7.35.3 Repeat 7.2.3 [ random dwell test. (L) input].

7.35.3.1 Repeat 7.2.3.1 (det, f, A ).

i i

7.35.3.2 Repeat 7.2.1.2 (repair and retorque),

i 7.35.4 Repeat 7.2.4 [ sine dwell test. (L) input].

g 7.35.4.1 Repeat 7.2.4.1 (mode shapes and participation factors).

7.35.4.2 Repeat 7.2.1.2 (repair and retorque).

7.35.5 Repeat 7.2.5 (input 1/2 OBE).

7.35.5.1 Repeat 7.2.5.1 (compute TRS).

7.35.5.2 Repeat 7.2.5.2 (verify TRS).

J 7.35.5.3 Repeat 7.2.5.3 (backup data),

i 7.35.5.4 Repeat 7.2.1.2 (repair and retorque).

7.35.6 Repeat 7.2.6 (input 1.0 x OBE).

j 7.35.6.1 Repeat 7.2.5.1 (compute TRS).

7.35.6.2 Repeat 7.2.5.2 (verify TRS).

i 7.35.6.3 Repeat 7.2.5.3 (backup data).

}

7.35.6.4 Repeat 7.2.1.2 (repair and retorque).

1

_J l

\\

Test Plan, Document No. A-000150, Page 60 of 156 j

l

,,--+-r,,,

-,,r--

--v,--,---

-n,--

---w,, -,,,

,--,-w-n,e.w---,w

--n,-,--,,-------,,---,,,,,nr

,.nm,,

r,,v-m,

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e 7.35.7 Repeat 7.2.7 (input 1.5 x OBE).

7.35.7.1 Repeat 7.2.5.1 (compute TRS).

7.35.7.2 Repeat 7.2.5.2 (verify TRS).

7.35.7.3 Repeat 7.2.5.3 (backup data).

7.35.7.4 Repeat 7.2.1.2 (repair and retorque).

7.35.8 Repeat 7.2.8 (input 1.0 x SSE).

7.35.8.1 Repeat 7.2.8.1 (compute TRS).

7.35.8.2 Repeat 7.2.8.2 (verify TRS).

7.35.8.3 Repeat 7.2.5.3 (backup data).

7.35.8.4 Repeat 7.2.1.2 (repair and retorque).

[-

7.36 Preliminary and Earthquake Tests. Case 4.

Fixed Boundary Conditions. 1004 Cable Loading i

7.36.1 Increase cable loading to 100% of maximum and repeat 7.2.1 [ random dwell tests, (T/V) input].

7.36.1.1 Repeat 7.2.1.1 (det.

f, $1).

i 7.36.1.2 Repeat 7.2.1.2 (repair and retorque).

7.36.2 Repeat 7.2.2 (sine dwell tests, (T/V) j input].

t 7.36.2.1 Repeat 7.2.2.1 (mode shapes and participation factors).

7.36.2.2 Repeat 7.2.1.2 (repair and retorque).

7.36.3 Repeat 7.2.3 [ random dwell test, (L) input].

7.36.3.1 Repeat 7.2.3.1 (det.

f, 41).

i 7.36.3.2 Repeat 7.2.1.2 (repair and retorque).

w 7.36.4 Repeat 7.2.4 (sine dwell, (L) input].

7.36.4.1 Repeat 7.2.4.1 (mode shapes and participation factors).

'[

7.36.4.2 Repeat 7.2.1.2 (repair and retorque).

\\

Test Plan, Document No. A-000150, Page 61 of 156

%d

.,-,,_,-----,--,-----c, ww-,,.,,,,,n,.,--,----,-,-am.,,,,nn,,,---,~,--,-

7.36.5 Repeat 7.2.5 (input 1/2 OBE).

7.36.5.1 Repeat 7.2.5.1 (compute TRS).

7.36.5.2 Repeat 7.2.5.2 (verify TRS).

7.38.5.3 Repeat 7.2.5.3 (backup data).

7.36.5.4 Repeat 7.2.1.2 (repair and retorque).

7.36.6 Repeat 7.2.6 (input 1.0 x OBE).

7.36.6.1 Repeat 7.2.5.1 (compute TRS).

7.36.6.2 Repeat 7.2.5.2 (verify TRS).

W

[

7.36.6.3 Repeat 7.2.5.3 (backup data).

7.36.6.4 Repeat 7.2.1.2 (repair and retorque).

I 7.36.7 Repeat 7.2.7 (input 1.5 x OBE).

?

7.36.7.1 Repeat 7.2.5.1 (compute TRS).

7.36.7.2 Repeat 7.2.5.2 (verify TRS).

7.36.7.3 Repeat 7.2.5.3 (backup data).

7.36.7.4 Repeat 7.2.1.2 (repair and retorque).

)

7.36.8 Repeat 7.2.8 (input 1.0 x SSE).

r 7.36.8.1 Repeat 7.2.8.1 (compute TRS).

7.36.8.2 Repeat 7.2.8.2 (verify TRS).

7.36.8.3 Repeat 7.2.5.3 (backup data).

7.36.8.4 Repeat 7.2.1.2 (repair and retorque).

7.37 Preliminary and Earthauake Tests. Case 4 Pinned Boundary Conditions. 100% Cable Loading 7.37.1 Loosen and lock anchor attachment bolts

~

so that there is approx. 1/8-in. gap between shake table mounting surface

,a and hanger attachment surface.

7.37.2 Input coupled transverse and vertical random motion at approx. 0.25 grms, approx. 120 seconds. Record accelero-j meter data on FM tape.

l

.)

l ('

s Test Plan, Document No. A-000150. Page 62 of 156

~~

,n---

,,,,,-,.-,,_.,--n--.--..

-,--m-----..

7.37.2.1 Verify (via XPER of structural response to shake table input) that the lowest transverse structural mode of vibration O>

is within + 15 percent of either:

1) the peak of the SSE RRS, or

2) the dominant transverse tray resonant frequency. Adjust anchor bolt gap as required to achieve (1).and/or (2).

[

Record final gaps and subsequent lowest transverse structural frequency.

f'

~

s 7.37.2.2 Repeat 7.2.1.2 (repair and retorque).

i 7.37.3 Repeat 7.2.2 [ sine dwell tests. (T/V) input] at frequencies identified in 7.7.2.1.

4 i

7.37.3.1 Repeat 7.2.2.1 (mode shapes and participation factors).

7 7.37.3.2 Repeat 7.2.1.2 (repair and retorque).

a 7.37.4 Input longitudinal random motion at approx. 0.25 g, approx. 120 seconds.

]

Record on FM tape.

t 7.37.4.1 Repeat 7.2.3.1 (det. f. $1).

l i

7.37.4.2 Repeat 7.2.1.2 (repair and retorque).

[

7.37.5 Repeat 7.2.4 [ sine dwell test, (L) input].

I 7.37.5.1 Repeat 7.2.4.1 (mode shapes and participation factors).

7.37.5.2 Repeat 7.2.1.2 (repair and retorque).

7.37.6 Repeat 7.2.8 (input 1.0 x SSE).

~t l

7.37.6.1 Repeat 7.2.8.1 (compute TRS).

.s 7.37.6.2 Repeat 7.2.8.2 (verify TRS).

t

.)

7.37.6.3 Repeat 7.2.5.3 (backup data).

t Test Plan, Document No. A-000150, Page 63 of 156 4

.J

- - ~ -. -,., - _ _ - - - _ _. _. _ _ -.. _, _ _. _. _ _ _ -.. _ _. _. _.

7.37.8.4 Repeat 7.2.1.2 (repair and retorque).

7.38 Frarility Level Tests. Case 4. Pinned

,,)

Boundary Conditions. 1004 Cable Loading 7.38.1 Input simulated seismic motion in the (T/V) + (L) directions for approx. 30 seconds such that the peak acceleration level of the motion is scaled to 1.2 x SSE ZPA. Store all data on digital

tape, e

t' 7.38.1.1 Repeat 7.2.8.1 (compute TRS).

I 7.38.1.2 Verify TRS > 1.2 x SSE RRS.

{

7.38.1.3 Repeat 7.2.5.3 (backup data).

7.38.1.4 Note any system / component damage in i

Section 10.0.

Photograph and attach photographs of any damaged areas to l

the test log. Repair and retorque bolts as required.

7.38.2 Continued fragility level testing.

If 4

{

significant structural damage has not occurred, continue increasing the ampli-tude of simulated seismic motion by I

approx. 20% increments and repeating the

. )

sequence of 7.8.1 through 7.8.1.4 until significant structural damage does occur, or the limits of the shake table are reached. Record the sequence below.

Note damage (if any) in Section 10.0.

4 t

(

1 a

(

Test Plan, Document No. A-000150, Page 64 of 156

r O

I

?

i

(

W f

7.39 Data Reduction, Case 4 7.39.1 Preliminary testing data reduction.

Appropriate channels of information have been reduced to hard copy and are contained in the test log book, by test number, to determine trends in dominant resonant frequencies, their modal damping ratios, the shape of their response (mode shapes), and their participation factors.

7.39.2 Earthquake testing data reduction.

All appropriate TRS have been computed and plotted, and the time histories of input and response have been rendered to hard copy and are contained in the test log, by test number, so that peak values of response can be extracted and dynamic amplification estimated.

7.39.3 Fragility level data reduction. All appropriate TRS have been computed and

~'

plotted, all time histories of input and

.,)

response have been rendered to hard copy,

_J and all damage (where appropriate) has O

I Test Plan, Document No. A-000150, Page 65 of 156

~'

l

.-e-

,,--ew---,,

w-

P-

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been photographed and are contained in the test log, by test number.

7.40 Teardown and Removal of Case 4 7.40.1 Perform post-test calibrations on all sensing transducers in accordance with Section 8.2.

7.40.1.1 Post-test calibrations are within limits established in Section 8.2, where found beyond limits, note below:

Data Channel No.

Xducer S/N

Difference 8

r 7.40.2 Remove Case 4 from R-4 Shake Table.

7.41 Setup, Case 5 7.41.1 An approved copy of this procedure is on site, and ANCO QA procedures, as i

discussed in Section 2.0, are in effect.

7.41.2 Install Case A on R-4 shake table as per appropriate Sections 5.0, 8.3, and Appendix A.

I 7.41.3 Calibrate all measuring transducers i

as per 8.2.

7.41.4 Torque all assembly bolts as per 8.3.

7.41.5 Verify shape of TRS.

2 i

7.41.6 Install minimum cable (10%) and tie down as per 8.3.

i __

d Test Plan, Document No. A-000150. Page 66 of 156

~~

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nw

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--__-_.~n,

.--w->,e

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7.42 Preliminary and Earthquake Tests.

Case 5. Fixed Boundary Conditions.

104 Cable Loading 7.42.1 Input coupled transverse and vertical random motion at 0.05, 0.10, 0.15, 0.20, 0.25, 0.35, and 0.45 grms, approx. 120 seconds at each level.

Record accelerometer data on FM tape.

petersiire%ns'v$rse and vertical 7.42.1.

resonant frequencies and damping ration.

7.42.1.2 Note any system degradation in Section 10 0; repair and retorque assembly bolts as required.

i 7.42.2 Input steady-state sinusoidal motion at approx. 0.10 g coupled (T/V) only for approx. 30 seconds at each resonant frequency identified in 7.2.1.1.

Record on FM tape.

7.42.2.1 Deterair.e response (mode) shapes and estimate modal participation factors.

+

7.42.2.2 Repeat 7.2.1.2 (repair and retorque).

(' )

7.42.3 Input longitudinal random motion at O.05, 0.10, 0.15, 0.20, 0.25, 0.35, and 0.45 grms, approx.120 seconds at each level. Record accelerometer data on FM tape.

7.42.3.1 Determine longitudinal resonant frequencies and damping ratios.

7.42.3.2 Repeat 7.2.1.2 (repair and retorque),

j 7.42.4 Input steady-state sinusoidal motion at approx. 0.10 g longitudinal (L) only for approx. 30 seconds at each resonant frequency identified in 7.2.3.1.

Record on FM tepa e 7.42.4.1 Determine response (mode) shapes and estimate modal participation factors.

~

7.42.4.2 Repeat 7.2.1.2 (repair and retorque).

'~

7.42.5 Input simulated seismic motion in the (T/V) + (L) directions for approx. 30 seconds such that the peak acceleration level of the motion is scaled to (1/2) the OBE ZPA.

Store on digital tape.

~~

Test Plan, Document No. A-000150, Page 67 of 156

i 7.42.5.1 Compute TRS at 44 and at (TBD%), the

'~

latter based on observed damping during preliminary testing such that (TBD*) > anticipated system damping.

Compute TRS at all anchor loca*. ions.

7.42.5.2 Verify TRS = 1/2 OBE RRS.

7.42.5.3 Backup data on d'igital tape using the test number in the file name.

7.42.5.4 Repeat 7.2.1.2 (repair and retorque).

7.42.6 Input simulated seismic motion sealed to approx. 1.0 x OBE ZPA as in 7.2.5.

Store data on digital tape.

7.42.6.1 Repeat 7.2.5.1 (compute TRS).

7.42.6.2 Repeat 7.2.5.2 (verify TRS).

7.42.6.3 Repeat 7.2.5.3 (backup data).

i 7.42.6.4 Repeat 7.2.1.2 (repair and retorque).

7.42.7 Input simulated seismic motion scaled to 1.5 x OBE ZPA as in 7.2.5.

7.42.7.1 Repeat 7.2.5.1 (compute TRS).

s 7.42.7.2 Repeat 7.2.5.2 (verify TRS).

7.42.7.3 Repeat 7.2.5.3 (backup data).

7.42.7.4 Repeat 7.2.1.2 (repair and retorque).

l 7.42.8 Input simulated seismic motion scaled to 1.0 x SSE ZPA as in 7.2.5.

7.42.8.1 Compute TRS at 7% and at (TBD*), the latter based on anticipated damping such that (TBD*) 1 anticipated values.

Compute TRS at all anchor locations.

7.42.8.2 Verify TRS > SSE RRS.

7.42.8.3 Repeat 7.2.5.3 (backup data).

7.42.8.4 Repeat ".2.1.2 (repair and retorque) lO I

1

~~

Test Plan, Document No. A-000150, Page 68 of 156 i

l

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7.43 Preliminary and Earthquake Tests.

Case 5 Fixed Boundary Conditions.

/~'T 304 Cable Loading 7.43.1 Increase cable loading to 30% of maximum and repeat 7.2.1 (random dwell tests. (T/V) input].

f 7.43.1.1 Repeat 7.2.1.1 (det. f, $1).

i 7.43.1.2 Repeat 7.2.1.2 (repair and retorque).

7.43.2 Repeat 7.2.2 [ sine dwell tests. (T/V) input].

7.43.2.1 Repeat 7.2.2.1 (mode shapes and participation factors).

7.43.2.2 Repeat 7.2.1.2 (repair and retorque).

7.43.3 Repeat 7.2.3 [ random dwell test, (L) input].

7.43.3.1 Repeat 7.2.3.1 (det. f, Si).

i 7.43.3.2 Repeat 7.2.1.2 (repair and retorque).

7.43.4 Repeat 7.2.4 [ sine dwell test. (L)

[

input].

I 7.43.4.1 Repeat 7.2.4.1 (mode shapes and participation factors).

7.43.4.2 Repeat 7.2.1.2 (repair and retorque).

7.43.5 Repeat 7.2.5 (input 1/2 OBE).

i 7.43.5.1 Repeat 7.2.5.1 (compute TRS).

7.43.5.2 Repeat 7.2.5.2 (verify TRS).

7.43.5.3 Repeat 7.2.5.3 (backup data).

r 7.43.5.4 Repeat 7.2.1.2 (repair and retorque).

7.43.6 Repeat 7.2.6 (input 1.0 x OBE).

e 7.43.6.1 Repeat 7.2.5.1 (compute TRS).

7.43.6.2 Repeat 7.2.5.2 (verify TRS).

7.43.6.3 Repeat 7.2.5.3 (backup data).

7.43.6.4 Repeat 7.2.1.2 (repair and retorque).

Test Plan, Document No. A-000150 Pege 69 of 156 l

J 1

7.43.7 Repeat 7.2.7 (input 1.5 x OBE).

p t

7.43.7.1 Repeat 7.2.5.1 (compute TRS).

7.43.7.2 Repeat 7.2.5.2 (verify TRS).

i 7.43.7.3 Repeat 7.2.5.3 (backup data).

7.43.7.4 Repeat 7.2.1.2 (repair and retorque).

7.43.8 Repeat 7.2.8 (input 1.0 x SSE).

f 7.43.8.1 Repeat 7.2.8.1 (compute TRS).

7.43.8.2 Repeat 7.2.8.2 (verify TRS).

7.43.8.3 Repeat 7.2.5.3 (backup data).

7.43.8.4 Repeat 7.2.1.2 (repair and retorque).

7.44 Preliminary and Earthauake Tests, case 5 Fixed Boundary Conditions. 50% Cable Loading 7.44.1 Increase cable loading to 50% of maximum and repeat 7.2.1 (random dwell tests, (T/V) input].

7.44.1.1 Repeat 7.2.1.1 (det.

f, $1).

t 7.44.1.2 Repeat 7.2.1.2 (repair and retorque).

7.44.2 Repeat 7.2.2 [ sine dwell tests. (T/V) input].

(

7.44.2.1 Repeat 7.2.2.1 (mode shapes and participation factors).

7.44.2.2 Repeat 7.2.1.2 (repair and retorque).

7.44.3 Repeat 7.2.3 [ random dwell test, (L)

I input].

b 7.44.3.1 Repeat 7.2.3.1 (det.

f, $3).

i r-7.44.3.2 Repeat 7.2.1.2 (repair and retorque).

7.44.4 Repeat 7.2.4 [ sine dwell, (L) input].

7.44.4.1 Repeat 7.2.4.1 (mode shapes and participation factors).

7.44.4.2 Repeat 7.2.1.2 (repair and retorque).

7 Test Plan, Document No. A-000150, Page 70 of 156~

~

7.44.5 Repeat 7.2.5 (input 1/2 OBE).

7.44.5.1 Repeat 7.2.5.1 (compute TRS).

7.44.5.2 Repeat 7.2.5.2 (verify TRS).

7.44.5.3 Repeat 7.2.5.3 (backup datc).

o 7.44.5.4 Repeat 7.2.2.2 (repair and retorque).

7.44.6 Repeat 7.2.6 (input 1.0 x OBE).

7.44.6.1 Repeat 7.2.5.1 (compute TRS).

7.44.6.2 Repeat 7.2.5.2 (verify TRS).

7.44.6.3 Repeat 7.2.5.3 (backup data).

7.44.6.4 Repeat 7.2.1.2 (repair and retorque).

7.44.7 Repeat 7.2.7 (input 1.5 x OBE).

7.44.7.1 Repeat 7.2.5.1 (compute TRS).

7.44.7.2 Repeat 7.2.5.2 (verify TES).

7.44.7.3 Repeat 7.2.5.3 (backup data).

,f)

7.44.7.4 Repeat 7.2.1.2 (repair and retorque).

d 7.44.8 Repeat 7.2.8 (input 1.0 x SSE).

7.44.8.1 Repeat 7.2.8.1 (compute TRS).

7.44.8.2 Repeat 7.2.8.2 (verify TRS).

l.

7.44.8.3 Repeat 7.2.5.3 (backup data).

7.44.8.4 Repeat 7.2.1.2 (repair and retorque).

i 7.45 Preliminary and Earthquake Tests. Case 5.

r.

Fixed Boundary Conditions. 75% Cable Loading 7.45.1 Increase cable loading to 75% of maximum and repeat 7.2.1 [ random dwell tests, (T/V) input].

7.45.1.1 Repeat 7.2.1.1 (det.

f, $1).

t 7.45.1.2 Repeat 7.2.1.2 (repair and retorque).

7.45.2 Repeat 7.2.2 [ sine dwell tests, (T/V)

.s g

input].

'w d

Test Plan, Document No. A-000150. Page 71 of 156 r--

r 3-y

7.45.2.1 Repeat 7.2.2.1 (mode shapes and participation factors).

4 7.45.2.2 Repeat 7.2.1.2 (repair and retorque).

7.45.3 Repeat 7.2.3 [ random dwell test, (L) input].

7.45.3.1 Repeat 7.2.3.1 (det.

f, $1).

t 7.45.3.2 Repeat 7.2.1.2 (repair and retorque).

7.45.4 Repeat 7.2.4 [ sine dwell test, (L) input).

7.45.4.1 Repeat 7.2.4.1 (mode shapes and participation factors).

7.45.4.2 Repeat 7.2.1.2 (repair and retorque).

7.45.5 Repeat 7.2.5 (inpet 1/2 0B5).

7.45.5.1 Repeat 7.2.5.1 (compute TRS).

7.45.5.2 Repeat 7.2.5.2 (verify TRS).

7.45.5.3 Repeat 7.2.5.3 (backup data).

7.45.5.4 Repeat 7.2.1.2 (repair and retorque).

7.45.6 Repeat 7.2.6 (input 1.0 x OBE).

7.45.6.1 Repeat 7.2.5.1 (compute TRS).

7.45.6.2 Repeat 7.2.5.2 (verify TRS).

7.45.6.3 Repeat 7.2.5.S (backup data).

7.45.6.4 Repeat 7.2.1.2 (repair and retorque).

7.45.7 Repeat 7.2.7 (input 1.5 x OBE).

7.45.7.1 Repeat 7.2.5.1 (compute TRS).

~

7.45.7.2 Repeat 7.2.5.2 (verify TRS).

7.45.7.3 Repeat 7.2.5.3 (backup data).

7.45.7.4 Repeat 7.2.1.2 (repair and retorque).

7.45.8 Repeat 7.2.8 (input 1.0 x SSE).

7.45.8.1 Repeat 7.2.8.1 (compute TRS).

7.43.8.2 Repeat 7.2.8.2 (verify TRS).

O" Test Plan, Document No. A-000150 Page 72 of 156 1

n.

,n

- -.. -. - -,, -,,., =,,

i i

7.45.8.3 Repeat 7.2.5.3 (backup data).

[

7.45.8.4 Repeat 7.2.1.2 (repair and retorque).

)~/

1 7.46 Preliminary and Earthquake Tests. Case 5.

Fixed Boundary Conditions. 1004 Cable Loading 7.46.1 Increase cable loading to 100% of maximum and repeat 7.2.1 [ random dwell tests. (T/V) input].

7.46.1.1 Repeat 7.2.1.1 (det, f, pg).

i 7.46.1.2 Repeat 7.2.1.2 (repair and retorque).

l 7.46.2 Repeat 7.2.2 [ sine dwell tests, (T/V) input].

7.46.2.1 Repeat 7.2.2.1 (mode shapes and participation factors).

6 7.46.2.2 Repeat 7.2.1.2 (repair and retorque).

7.46.3 Repeat 7.2.3 [ random dwell test. (L) i j

input].

7.46.3.1 Repeat 7.2.3.1 (det.

f, pg).

i 7.46.3.3 Repeat 7.2.1.2 (repair and retorque).

I1 7.46.4 Repeat 7.2.4 [ sine dwell, (L) input].

6 7.46.4.1 Repeat 7.2.4.1 (mode shapes and participation factors).

7.46.4.2 Repeat 7.2.1.2 (repair and retorqus).

7.46.5 Repeat 7.2.5 (input 1/2 OBE).

7.46.5.1 Repeat 7.2.5.1 (compute TRS).

r-7.46.5.2 Repeat 7.2.5.2 (verify TRS).

7.46.5.3 Repeat 7.2.5.3 (backup data).

7.46.5.4 Repeat 7.2.1.2 (repair and retorque).

^

7.46.6 Repeat 7.2.6 (input 1.0 x OBE).

7.46.6.1 Repeat 7.2.5.1 (compute TRS).

7.46.6.2 Repeat 7.2.5.2 (verify TRS).

~,

Test Plan, Document No. A-000150, Page 73 of 156

,,m

,,,.<,-----m

-,,,,,, - ~,.,,,,,,, _,.,.. - - -

.m...,,,,

p.e,

i 7.46.6.3 Repeat 7.2.5.3 (backup data).

v 7.46.6.4 Repeat 7.2.1.2 (repair and retorque),

7.46.7 Repeat 7.2.7 (input 1.5 x OBE).

i 7.46.7.1 Repeat 7.2.5.1 (compute TRS).

7.46.7.2 Repeat 7.2.5.2 (verify TRS).

7.46.7.3 Repeat 7.2.5.3 (backup data).

7.46.7.4 Repeat 7.2.1.2 (repair and retorque).

7.46.8 Repeat 7.2.8 (input 1.0 x SSE).

7 7.46.8.1 Repeat 7.2.8.1 (compute TRS).

i 7.46.8.2 Repeat 7.2.8.2 (verify TRS).

7.46.8.3 Repeat 7.2.5.3 (backup data).

i 7.46.8.4 Repeat 7.2.1.2 (repair and retorque).

7.47 Preliminary and Earthquake Tests. Case 5.

l Pinned Boundary Conditions. 100* Cable Loading i

i 7.47.1 Loosen and lock anchor attachment bolts k

so that there is approx. 1/8-ir gap between shake table mounting suriace and hanger attachment surface.

7.47.2 Input coupled transverse and vertical random motion at approx. 0.25 gras, approx. 120 seconds. Record accelero-meter data on FM tape.

7.47.2.1 Verify (via XPER of structural response

[

to shake table input) that the lowest i

j transverse structural mode of vibration i

is within + 15 percent of either:

r

(

1) the peak of the SSE RRS, or

2) the dominant transverse tray resonant frequency. Adjust anchor bolt gap as required to achieve (1) and/or (2).

Record final gaps and subsequent lowest transverse structural frequency.

c.

l l

med ll k I

Test Plan, Document No. A-000150, Page 74 of 156 l

1 l

l

==

,-.._. _ _. ~..... _ _. _ _ _.... _ _....

e DO 7.47.2.2 Repeat 7.2.1.2 (repair and retorque).

7.47.3 Repeat 7.2.2 [ sine dwell tests. (T/V) input] at frequencies identified in 7.7.2.1.

7.47.3.1 Repeat 7.2.2.1 (mode shapes and participation factors).

7.47.3.2 Repeat 7.2.1.2 (repair and retorque).

7.47.4 Input longitudinal ~ random motion at approx. 0.25 gras, approx. 120 seconds.

Record on FM tape.

7.47.4.1 Repeat 7.2.'3.1 (det. f, $1).

i 7.47.4.2 Repeat 7.2.1.2 (repair and retorque).

7.47.5 Repeat 7.2.4 [ sine dwell test, (L) input].

7.47.5.1 Repeat 7.2.4.1 (mode shapes and participation factors).

7.47.5.2 Repeat 7.2.1.2 (repair and retorque).

7.47.6 Repeat 7.2.8 (input 1.0 x SSE).

7.47.6.1 Repeat 7.2.8.1 (compute TRS).

7.47.6.2 Repeat 7.2.8.2 (verify TRS).

7.47.6.3 Repeat 7.2.5.3 (backup data).

7.47.6.4 Repeat 7.2.1.2 (repair and retorque).

7.48 Frarility Level Tests. Case 5 Pinned Boundary Conditions. 100% Cable Loading 7.48.1 Input simulated seismic motion in the (T/V) + (L) directions for approx. 30 seconds such that the peak acceleration level of the motion is scaled to

_j 1.2 x SSE ZPA. Store all data on digital tape.

7.48.1.1 Repeat 7.2.8.1 (compute TRS).

Test Plan, Document No. A-000150, Page 75 of 156

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7.48.1.2 Verify TRS 1 1.2 x SSE RRS.

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7.48.1.3 Repeat 7.2.5.3 (backup data).

(

7.48.1.4 Note any system / component damage in Section 10.0.

Photograph and attach photographs of any damaged areas to the test log. Repair and retorque bolts as required.

7.48.2 Continued fragility level testing.

If significant structural damage has not occurred, continue increasing the ampli-i tude of simulated seismic motion by approx. 20% increments and repeating the sequence of 7.8.1 through 7.8.1.4 until significant structural damage does occur, or the limits of the shake table are I

reached. Record the sequence below.

Note damage (if any) in Section 10.0.

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'U) 7.49 Data Reduction. Case 5 7.49.1 Preliminary testing data reduction.

Appropriate channels of information have been reduced to hard copy and are contained in the test log book, by test number, to determine trends in dominant resonant frequencies, their modal damping ratios, the shape of their response (mode shapes), and their participation factors.

i.

7.49.2 Earthquake testing data reduction.

All appropriate TRS have been computed and plotted, and the time histories of input and response have been rendered to hard copy and are contained in the i(

test log, by test number, so that peak values of response can be extracted and dynamic amplification estimated.

l 7.49.3 Fragility level data reduction. All appropriate TRS have been comptited and plotted, all time histories of input and response have been rendered to hard copy, and all damage (where appropriate) has been photographed and are contained in the test log, by test number.

l 7.50 Teardown and Removal of Case 5 l

7.50.1 Perform post-test calibrations on all sensing transducers in accordance with Section 8.2.

7.50.1.1 Post-test calibrations are within limits established in Section 8.2, l ~~

where found beyond limits, note belou:

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4 8.0 ATTACHMENTS

)

8.1 ANCO R-4 Planar Triaxial Shake Table 4

8.1.1 Test Facilities The ANCO Seismic Laboratory, located in Culver City, California, is I

housed within a 10,000-sq-ft enclosed high-bay building structure and includes a 1,000,000-lb reinforced concrete foundation and strong-wall p

{

structure that provides the reaction mass and anchorage points necessary for the conduct of dynamic testing.

This laboratory is supt.orted by a high-pressure hydraulic oil supply system and a computerized data moni-toring, control, and acquisition system capable of handling 64 channels of

[

transducer output signals.

ANCO has designed and built two seismic shake tables that utilize state-of-the-art servo-hydraulic actuators and feedback i

{

control systems to achieve desired table motions.

'these tables are both capable of providing a triaxial input motion.

i 8.1.2 ANCO R-4 Shake Table i

l i

The unique ANCO R-4 planar triaxial (two degree-of-freedom) shake table was used to provide the input motions for the prototypical suspended ceiling system.

A general isometric drawing of the R-4 table is shown in f

Figure 8.1.

The steel truss R-4 frame was especially designed to test suspended equipment.

The table's dimensions are 14 ft in width, 40 ft in l

length, and 14 ft in suspension height.

It is capable of providing a pla-nar triaxial input motion at the test object suspension points.

Four actuators are arranged (two longitudinal; two transverse) in an orthogonal configuration, allowing planar motion in two independent directions to be l

specified by applying the appropriate input signals to the actuator servo-l valves.

A schematic of the table kinematics is shown in Figure 8.2, which I

indicates the configuration utilized for the test program described herejn.

~

With the pin-jointed linkage arms in the orientation indicated in Figure 8.2 (Y-Z plane), the motion of the suspension plane of the frame will be horizontal in the longitudinal direction of the frame and a biaxial motion at 45' from the vertical in the transverse direction.

An alternate con-figuration can be achieved by orientation of the pivot arms in the X-Z C

3 Test Plan, Document No. A-000150, Page 79 of 156

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R-4 Table Kinematics 4

v-plane, allowing the converse planar motion.

The pitching, rolling, and yawing motions of the table are accommodated.by the actuator internal feed-back control systems.

The dead weight of the table test frame, and test Item, are independently supported by flexible pneumatic isolator units with adjustable air pressure.

The shaker table drive signal instrumentation is shown in block diagram form in Figure 8.3 for the case of input motion specified by acce-4 leration time histories.

The longitudinal (X) motion of the suspension plane is achieved by switching in the desired horizontal drive signal. Tha transverse (Y/Z) biaxial motion of the susprasion plane is achieved by switching in the desired vertical drive signal.

9 The shake table drive system is operated in an open loop control mode without frame motion feedback control (each actuator / controller has an internal displacement feedback control using transducers incorporated in the actuator unit).

The original digital motion time histories are stored in the computer RAM, digital-to-analog (D/A) processed, and recorded on FM tape.

The corresponding drive signals are then applied to the shake frame drive system via an analog FM tape recorder.

The motion level for a par-ticular test run is established with the master gain control in the mixer control unit.

Accelerometers are used to measure the table acceleration levels achieved during testing. Additional monitoring instrumentation con-sists of test item response-measuring accelerometers and displacement transducers.

All transducer signals are passed through 35.0-Hz low-pass filters (8-pole Butterworth), digitized; and the resulting time series data are stored in the computer RAM.

A variety of software packages can then be utilized to process the

'~

acquired data into a suitable format (time histories, response spectra, Fourier spectra) for comparison with preselected criteria.

Since test frame motion levels are most commonly specified by a response spectrum, the response spectrum of the measured table acceleration is computed and com-pared to the computed ' response spectrum of the acceleration drive time history.

The peak value and root mean square (RMS) levels of all data channels are scanned for anomalous values. Time history plots and response l -

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Test Plan. Document No. A-000150 Page 82 of 156

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(Acceleration Time-History Input)

J

spectra may be computed for selected data channels and compared to test acceptance criteria.

In addition, a two-channel real-time spectrum ana-j

,d lyzer may be utilized to directly monitor the analog transducer signals of selected data channels.

Analysis of time. history plots, Fourier spectra plots, and transfer functions between data channels may be conducted for test acceptance.

The response monitoring instrumentation system is pre-sented schematically in Figure 8.4.

R-4 Shake Table Capabilities and Limitations The displacement, velocity, and acceleration motions of the unique R-4 shake table are limited by the actuator / servo-hydraulic system as follows:

i Frequency Range Motion Limitation DC to 1.5 Hz Longitudinal 1 4.2 in.

Transverse 1 2.1 in.

& Vertical 1.5 to 3.0 Hz Longitudinal 1 90 in./s*

Transverse 1 60 in./s

& Vertical I

3 to 35 Hz Longitudinal + 4.0 g (10,000 lb-mass)*

Transverse 1 4.0 g (10,000 lb-mass)

& Vertical For input signals with broadband frequency content, such as a typical earthquake motion, the performance of the R-4 table isrnot limited by the servo-hydraulic system response, but instead is limited by the signal-to-noise ratio of the drive signal.

The preferred drive signal instrumen-tation setup is shown in Figure 8.3.

The signal-to-noise level of the input drive system is limited by the dynamic range of the FM tape recorder.

The electronic (analog) bandpass filters and integrators effectively l -

increase the signal-to-noiu level of the drive signal.

However, the

(

transfer function amplitude of the integrators and filters tends to roll-Il -

off at a frequency of 0.8 Hz.

Thus, if the frequency content of the input motion (which is less than 0.8 Hz) is important for the test specimen response, an alternate drive signal instrumentation setup must be utilized.

emed

Estimated values, s

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It should be noted that the displacement limitation imposed by the actuator stroke will often necessitate the use of a highpass filter to limit the low-frequency (< 0.8 Hz) displacement amplitudes of typical strong motion earthquake records.

High-frequency (> 30 Hz) contamination of the drive signal is unavoidable due to signal noise; hence, the table motion will of ten have higher peak accelerations than would be typical of earthquake motions.

High-frequency modes of the R-4 frame also contribute to this high-frequency amplification. However, in the intermediate frequency range (1 to 25 Hz), the table can reproduce the frequency content of a typical earthquake motion or filtered earthquake motion, with good accuracy.

The R-4 frame currently has amplified frequency response within the range of 4 to 6 Hz, but these frame response modes are systematically being removed by addition of appropriate stiffening elements.

Unwanted frequency content within the intermediate frequency range can be " tuned out" by appropriate adjustment of the feedback controls for each actuator.

Thus, rather than attempt to match a specific acceleration time history, a response spectrum (at a specified damping value) of the time history is utilized as the input criteria for adjusting the response of the R-4 table.

While the low-and high-frequency content of a table response spectrum will not match, close O-agreement between the table response spectrum and criteria response spectrum can be achieved in the intermediate frequency range.

O Test Plan, Document No. A-000150, Page 86 of 156 m

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8.2 Calibration Procedures 8.2.1 Calibration Procedure for Endevco Accelerometers Documanc No. A-000062 O

Procedure CALIBRATION OF ENDEVC0 MODEL 5241 ACCELEROMETERS i

9 Approval Signaturee L4eAGT/Wehw PsJEG +lMl"

/Proj ect' Mgr./Date '

Cog. Prin./DatE I lt S} / h m'

1/Sf3 Technical M/Date Editoriar QA/Date O

ese c <-,4.<n Chief Edfineer/Date Prepared by

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The Technical Staff ANCO ENGINEERS, INC.

9937 Jefferson Boulevard

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Culver City, California 90230-3591 (213) 204-5050 l

l July 1983 m

l Calibration Procedure, Document No. A-000062, Page 1 of 9 O

Test Plan, Document No. A-000150, Page 87 of 156

f-O ANCO REVISION RECORD PAGE i

CALIBRATION OF ENDEVCO MODEL 5241 ACCELEROMETERS i

Document No. A-000062 Rev.

Date Comments Approved 0

7/83 Original Issue gQ t

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Test Plan, Document No. A-000150, Page 88 of 156

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b TABLE OF CONTENTS V

f E*A*

1.0 INTRODUCTION

4 1.1 Scope.....................................................

4 1.2 Background................................................

4 1.3 0bj e c t ive................................................. 4 1.4 Applicable Documents......................................

4 2.0 CALIBRATION EQUIPMENT..........................................

6 3.0 CALIBRATION PROCEDURE..........................................

7 4.0 DOCUMENTATION..................................................

9 APPENDIX A: ENDEVC0 PRODUCT DATA SHEET, MODELS 5241 AND 5241A ACCELEROMETERS.........................................

A-1 P

APPENDIX B: ACCELEROMETER CALIBRATION DATA SHEET...................

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l 1.0 IFIRODUCTION 1.1 Sccce This document presents the procedures and documentation requirements for calibration of Endevco Model 5241 Accelerometers. The procedure is applicable to both basic Model 5241 units and low-cross-axis sensitivity Model 5241A units.

The procedure utilizes a transfer standard accelerometer with a cali-bration that is traceable to the National Bureau of Standards.

- 1. 2 Backaround The Endevco Model 5241 Accelerometer is an industrial vibration sensor with integral electronics. It requires 30-Vdc excitation and has a dynamic range of approximately 14-3 peak. The low-frequency cutoff is dependent upon the output load. Physically, the unit is hermetically sealed and weighs 6 oz.

These important characteristics are listed as part of the product Q

data sheet included as Appendix A.

b 1.3 Objective The objective of this procedure is to measure the sensitivity of an accelerometer in units of V/g.

1.4 Applicable Documents i

l 1.4.1 ANCO Document QA-100 ANCO Quality Assurance Program Manual.

o QC-1012. ANCO Instrumentation Quality Control Procedure.

e Calibration Procedure Document No. A-000062, Page 4 of 9 Test Plan, Document No. A-000150, Page 90 of 156

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Product Data Sheet, Models 5241 and 5241A, Integral Electronics e

4 Industrial Vibration Sensor, November 1980.

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2.0 CALIBRATION EQUIPMENT The following equipment is necessary for calibration of Endevco Model 5241 Accelerometers:

Vibration Calibrator, GenRad Model 1557-A e

e Reference Accelerometer, Endevco Model 2221F e Charge Amplifier, Kistler Model 504D Spectrum Analyzer, Hewlett Packard Model 3582A e

Digital Multimeter, Hewlett Packard Model 3490A, e

I or Fluke Model 8020 e Power Supply. ANCO 5241, 30-Vdc Regulated r

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3.0 CALIBEATION PROCEDURE 1.

Set up equipment as shown in Figure 3.1, with only the reference accelerometer mounted to the vibration calibrator and the refer-ence accelerometer signal temporarily connected to both channels of the spectrum analyzer.

2.

Set the charge amplifier controls as follows:

Time Constant - Short e

Charge Sensitivity - Ref. Accelerometer Cal. Value, pc/g e

e Range - 1.0 V/g 3.

Set the spectrum analyzer controls as follows:

f e Input Mode - Both e Sensitivity - 3.0 V e Coupling - ac Frequency - 250 Hz e

Passband Shape - Flat Top e

e Average - ras e Number - 256 e Scale - Linear Df. splay - Channel A and XFR FCTN Amplitude e

4.

Adjust vibration calibrator to 1.0 g ras with only the rkference accelerometer mounted. (Not's that the total moving mass is 115 gm.) Measure the peak amplitude ras value and frequency and transfer function amplitude.

5.

Install the accelerometer being calibrated on the vibration calibrator. Connect the accelerometer signal to Channel 5 of the spectrum analyzer. Adjust the calibrator to approximately 1.0g rue (note that the total moving mass is 270 ga).

6.

Measure and tabulate the amplitude of the transfer function, I

[H(f)], between the test and reference accelerometers at the peak amplitude frequency of the reference accelerometer.

j 7.

Calculate the sensitivity of the test accelerometer:

- - A*"*

Raf. Accel.

-l Sensitivity = 1000* l H(f ) Ref. Accel. I ' L* l l H(f ) Raf. Accel.

l c

c 8.

Verify test accelerometer sensitivity within limits of 750 to 900 mV/g.

l

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Calibration Procedure, Document No. A-000062, Page 7 of 9 r

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_s Test Plan, Document No. A-000150, Page 93 of 156 i

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4 i

BNC Low-Noise Microdot Cable Cable Charge A

J Amplifier Spectrum Accelerometer Analyzer

' h==* 5 Under Vibration

. C libration P

Calibrator Power Supply Referenc[e (100 Hz) for Digital Accelerometer Three-Wire Accelerometer M"1Ei"*C8f Shielded i

Cable Figure 3.1: Accelerometer Calibration Setup l

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62 _.,,,, u _t Test Plan, Document No. A-000150, Page 96 of 156

I t

MODELS 5241 5241A g i.,,

INTEGRAL ELECTRONICS s~ceveo. =ooverear.

INDUSTRIAL Vl8 RATION SENSOR The Encevco $241 Vieretron Sensorinctuose me Endevco esclussve ISOSHEAR*

peetooiectnc treneouccon eievnent one an empedance converseco circuit. The case one internal construccon es ruggeottee one normetscaaty seeise to permit operation wimout oogresanon in numed and contemeneted environmente.

J The power rooveroment is low current oc voltage. Electncas connection se mrougn a rugged. 3-pin connector cf MIL-C-S0IS con'iguration. The circuit as protected from damage et any or su ci the casse seeds are enorted togemer or to ground.

.* d s

The Moowa $241 and $241 A are soonecal emeest me Mooet $241 nee 13% and the Moest " 41A nae 3% rneswnum trenoveres senerevety.

J SPECaplCAT10808 FOR 0000EL 8841 VISRATION 8E80004 r

OYNAAAIC RANGE to g rme et 30 Vec SENSITivfTY (at 100 Mal 750 mV/g =$%. with 30 Vec encatetson FREQUENCY RESPONSE 210%. 02 Ha to 2 000 Ma (eenusoecal)

RESIDUAL NOISE (case grounese) 8RCAO BAND ACCELERATION 0.0002 g rme. typical TEMPERATURE RES8CNSE. TYPfCAL S% from 0'F to -150'F ( 20*C to 48'C1 21S% from 40'F to *250'F (-SO'C to +125'C)

OUTPUT LOAD REQUIREMENT 1 MG menwn.am shunted try casse cepecitance up to 025 uF (S 000 ft typecall with eenemvity attenuacon of 0.5% per0.02$ pF (500 ft)

VOLTAGE REOutREMENT 30 Voc CURRENT ORAIN 13 mA steegy state. Additional 8 mA reau roc por0 025 uF cante capacitance (SCO ft typecal) up to 025 uF maswnum Current proporoonesesy reduced as power supefy roouces POWER SUPPLY RIPPLE REJECTION 30 de anonuamon at 120 Hz. typical l

INSULATION 10 MQ minunuen at 100 Vac from case to eacn sin MAGNETIC SENSITIVITY 0.0001 eeurvesent g output per gause. typicalin 60 Ha magnenc fleed measured at 100 gause I

TRANSVERSE SENSITIVITY 15% menemum.

TYP9 CAL FRGOUDICY RESPONSE i

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SPECIFICATIONS FC;I CODEL $241 vi8 :AT3ON SENSO2 ed..NE82a*=mgao

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OlutNS8CNS IM INCHES tutLLiuttaESI se p

00 is senia wenn MfYS8 CAL CASE 30a6 Staintese Steel WEIGHT 6 oz (170 g)

MOUNTING Four mrougtwholes for a6 Dotts on 1J75 in. diameter BSC CON."$CTOR Stastween stese #10 35 me,ee em Mu,0.snew Son. MILC5015 c' onfiguranon, a

ACCI JSomlES (oooonal)

Connector MS3108A-10$L 33 (EP 1621 Canee C:amo MS3067Ad (EMP60) s ENVIRONefENTAL TEMPERATURE

-60'F to.250'F ( 60'C to -12S'C) 9.

HUMIDITY Hermetically see6ed Dy we6 dang and glass to metal seas SHOCK 1000 g pt Connnu.ae oroeuct senprovement necesentates enat Encevco reserve me ngnt to enoeW t*.ese spectricanons witnout nonce.

RELI AtiLITY 2ndevco meentesne a program of constant surveistance over an products to er sure a negn seves of rehaethty. This orogram inctuces attention to rehatihty tectors cunng product design. tne support of stnngent Quahty Contros recuirernents. and compulsory corrective action procedures. Tnese measures. togemer wem conservative speerfecationst pave made me name Encevco synonytnous wim rehseihty Encevco a Quality and Rohanisety System meets me roquarements of MIL 0-se54A and MIL-STD-785A.

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8.2.2 Calibration Procedure for Dytran Accelerometers 1579.05 y

h TEROUCH-C.U IBRATION PROCEDURE FOR DYTRAN MODEL 3100C2 ACCELEROMETERS

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Document Number A-000132

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Through-Calibration Procedure, Document No. A-000132, Page i of lii a

v Test Plan, Document No. A-000150, Page 101 of 156

.-,__.-__c

i TABLE OF CONTENTS M

1

1.0 INTRODUCTION

1 1.1 Scope..

I 1.2 System Components......

1 1.3 Obj ective.......

1 1.4 Applicable Documents 2

2.0 CALIBRATION EQUIPMENT 3

3.0 CALIBRATION PROCEDURE 4

4.0 DOCUMENTATION 7

e-APPENDIX A: DYTRAN PRODUCT DATA A A-2 4

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THROUGE-CALIBRATION PROCEDURE FOR DYTRAN MODEL 3100C2 ACCELERCMETERS Document No. A-000132 Rev.

Date Comments Approved 0

6/84 Original Issue O

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Through-Calibration Procedure, Document No. A-000132, Page 11 of iii

' O Test Plan, Document No. A-000150, Page 103 of 156

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1.0 INTRODUCTION

1.1 Scope f

This document presents the procedures and documentation requirements for performance of a through-calibration of a data acquisition system employed for monitoring of acceleration data.

1.2 System Components 1.2.1 Dytran Model 3100C2 accelerometers.

1.2.2 Dytran Model 6013 low-noise coaxial accelerometer to charge converter cables.

1.2.3 Dytran Model 4750 charge convertors, i

1.2.4 Charge convertor to Dytran Model 4121 current source cabling.

1.2.3 Dytran Model 4121 current source.

1.2.6 STI-AA32 anti-aliasing filter amplifiers.

1.2.7 ANCO's data acquisition system.

i 1.3 Obj ective r

The objective of this procedure is to:

i r e Determine the accelerometer's sensitivities as connected in

~

a system.

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J Through-Calibration Procedure, Document No. A-000132, Page 1 of 8 O

1 Test Plan, Document No. A-000150, Page 104 of 156

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o Enable a comparison of manufacturer's accelerometer calibration data to determined system connected sensitivities.

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e Ensure the integrity of the connected system.

F 1.4 Applicable Documents 1.4.1 ANCO Documents QA-100, ANCO Quality Assurance Program Manual" e

QC-1012, "ANCO Instrumentation Quality Control Manual" o

1.4.2 Dytran Documents 4'

1 Model 3100C2 Product Data Sheet; see Appendix A.

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2.0 CALIBRATION EQUIPMENT f

The following equipment is necessary for implementation of this procedure.

r e Gen Rad Model 1557-A vibration calibrator e Endevco Model 2221F reference accelerometer Kistler Model 504D charge amplifier e

e Hewlett Packard Model 3582A spectrum analyzer F

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10 V

3.0 CALIBRATION PROCEDURE l

f 3.1.1 Set up equipment as shown in Figure 3.1, with only the reference accelerometer mounted to the accelerometer calibrator and the charge amplifier output signal connected to both channels of the r

spectrum analyzer. (Note that the 4121 current source must be in the normal range.)

r 3.1.2 Set the charge amplifier controls as follows:

i e time constant - short range - 1.0V/g e

e charge sensitivity - reference accelerometer calibration value, pc/g 3.1.3 Set the spectrum analyzer controls as follows:

e input mode - both

\\_/

e sensitivity - 3.0V e coupling - ac frequency - 250 Hz e

e passband shape - flat top e average - off e scale - linear display - channel A and XFR FCTN amplitude e

1 i

3.1.4 Adjust vibration calibrator to 1.0g ras with only the reference accelerometer mounted. (Note that the total moving mass is 115gm.)

Record the peak amplitude ras value, frequency, and transfer function amplitude.

3.1.5 Prepare the data acquisition system for sampling analog data using

,j the XTAKE.SV program.

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.j Through-Calibration Procedure, Document No. A-000132, Page 4 of 8 i

.s Test Plan, Document No. A-000150, Page 107 of 156

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3.1.7 Install the accelerometer to be calibrated on the vibration 7

calibrator. Adjust calibrator to 1.0g ras.

(Note that total moving mass is 115gm plus the mass of the test accelerometer.)

i 3.1.8 Measure and record the amplitude of the transfer function

[H(f)], between the test and the referecce accelerometers at the peak amplitude frequency of the reference accelerometer.

4 e

3.1.9 Take a data sample using the XTAKE.SV program and record the bias and ras values.

3.1.10 Calculate and record the actual sensitivity of the test accelerometer N*

H(f } Ref. Accel.

Sensitivity = 1000 e H(f )

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3.1.11 Calculate theoretical s.ensitivity of the test accelerometer.

3.1.12 Verify that the test accelerometer sensitivity is within the limits specified by the manufacturer.

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i Through-Calibration Procedure, Document No. A-000132, Page 6 of 8 Test Plan, Document No. A-000150, Page 109 of 156 m..

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U Through-Calibration Procedure, Document No. A-000132, Page 8 of 8 Test Plan, Document No. A-000150, Page 111 of 156 l

APPENDIX A 1

i A-000132,

. _,6-1._.

Test Plan, Document No. A-000150, Page 112 of 156

SPECIFICATICNS MODEL SERIES 3100C CNARGE MODE ACCELERCMETERS SPECIFICATICN MODEL UNITS O

3100C 3100C1 3100C2 RANCE 1000 750 1000 0

CNARGE SENSITIVITY f.5%)

100 150 100 pC/c VOLTAE SENS.. NOM 28 42 28 mV/C FREQUENCY RESPONSE (+5%)

5 to 5000 Hs 65 to +500

F TEMPERATURE RANot

-65 to +375

-65 to +375 CAPACITANCE,. NOM.

3000 pr MOUNTFD RESONANT FREQUENCY, NOM 32 30 32 KHz TRAN3 VERSE SENS, MAX.

5 AMPLITUDE LINEARITY

+2

%T.S.

WEICHT 44 57 44 crans SIZE, HEX X HEIGHT

.625 x.932

.625 x 1.12

.625 x.932 In.

CASE MATERIAL STAINLESS STEEL i

j CONNECTOR 10-32 C0 AXIAL-

-. 10-32 STUD

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MOUNTING 4

CASE CND IS SIG. RETURN CROUNDI!!G POLARITY NECATIVE SEAL EP0XY EP0XY WEL3 & EP0XY 5

ACIES3 CRIES SUPPLIED (II MODEL 6200 STUD TYPICAL SENSITIVITY VS. TEMPERATURE, CHARGE CUTPUT i 20 10 M

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Test Plan, Document No. A-000150, Page 113 of 156

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8.2.3 Calibration Procedure for Celesco Displacement Transducer O

CALIBRATION PROCEDURE FOR A CELESCO-TYPE DISPLACEMENT TRANSDUCER Document Number A'-000148 I

Approval Signatures 4

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/ tan k And $hSi Chief Engineer /Date Prepared by The Technical Staff ANCO ENGINEERS. INC.

9937 Jefferson Boulevard Culver City, California 90232-3591 (213) 204-5050 September 1985 emmd Calibration Procedure, Document No. A-000148 Page i of 111 Test Plan, Document No. A-000150, Page 114 of 156

,--__.,__,m.-..,

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REVISION RECORD PAGE CALIBRATION PROCEDURE FOR A CELESCO-TYPE DISPLACDiENT TRANSDUCER Document Number A-000148 Rev.

Date Comments Approved 461 0

9/85 Original Issue A, ya O

I l

l calibration Procedure, Document No. A-000148, Page 11 of 111 l

Test Plan, Docunect No. A-000150, Page 115 of 156 i

TABLE OF CONTENTS i

i Page

1.0 INTRODUCTION

1 2.0 REQUIRED INSTRUMENTATION.........................................

1 l

2.1 System Instrumentation......................................

1 1

2.2 Calibration Instrumentation.................................

1 3.0 EQUIPMENT DESCRIPTIONS...........................................

1 2

f 4.0 CALIBRATION PROCEDURE............................................

2 4

5.0 CONSIDERATIONS...................................................

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1.0 INTRODUCTION

_ f'~}

The purpose of this document is to define the procedure necessary to U

calibrate a Celesco-type displacement transducer and the instruments required to accomplish this task. The calibration procedure will qualify as a certified calibration per ANCO Documents QA-100 and QC-1012.

2.0 REQUIRED INSTRUMENTATION The instrumentation used in this calibration pertain to two categories:

1) system instrument and 2) calibration instrumentation. The equipment list is as follows:

2.1 System Instrumentation Celesco-Type Displacement Transducer Strain Gauge Signal Conditioner Transducer to Signal Conditioner Cable 2.2 Calibration Instrumentation D.C. Voltmeter Linear Scale (Tape or Ruler Acceptable) 3.0 EQUIPMENT DESCRIPTIONS The instrumentation defined in Subsections 2.1 and 2.2 represent generic equipment.

The specific equipment list that follows defines those instruments that are currently applicable to this calibration procedure.

This specific instrument list shall be revised as new instruments are employed and old instruments are deemed obsolete and retired from active use.

All equipment employed for calibration purposes shall be in current calibration adhering to specifications and procedures per ANCO Documents QA-100 and QC-1012.

Celesco-Type Displacement Transducer - Celesco Model PT-101 S1! rain Gauge Signal Conditioner D.C.

Voltmeter - Fluke Models:

8020A and 8040A:

Tektronix Oscilloscope DVM Model: 2236: Hewlett Packard Model 3490A.

Calibration Procedure, Document No. A-000148, Page 1 of 4 s

Test Plan, Document No. A-000150, Page 117 of 156

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4.0 CALIBRATION PROCEDURE 4.1 Connect displacement transducer to strain gauge signal conditioner as a full bridge as instructed in strain gauge conditioner manufacturer's instruction manual.

l 4.2 Null signal conditioner amplifier output by adjusting the AMP balance I

trin pot with excitation voltage off.

(Tolerance = +/- 5 MV.)

4.3 Adjust bridge excitation voltage for 10.00 VDC and place excitation switch in "ON" position.

(Tolerance = +/- 10 MV.)

i 4.4 Determine mechanical rangt of displacement transducer by fully extending sensing wire ad measuring stroke with a linear scale.

(Tolerance = +/- 0.10 in.)

4.5 Extend sensing wire to 50% of mechanical range and null ' signal 4

)

conditioner amplifier output by adjusting the bridge balance pot.

(Tolerance = +/- 5 MV.)

4.6 Fully extend sensing wire and adjust signal conditioner amplifier gain to achieve desired scale factor.

(Fully extended inches minus 50%

extended inches divided by signal conditioner output in volts at fully extended position = scale factor in inches per volt.)

4.7 If desired scale factor cannot be achieved in Paragraph 4.6. then read-just bridge excitation voltage to increase or decrease scale factor and I

repeat procedures discussed in Paragraphs 4.2 through 4.6.

l 4.8 Retract sensing wire to the 50% position and note that signal con-1 ditioner amplifier output is still at null.

(Tolerance = +/- 5 MV.)

Repeat Paragraphs 4.5 and 4.6 if necessary.

4.9 Retract sensing wire to the 04 extended position and determine the f

scale f actor over the Os to 504 (null) range.

(50% extended inches j

divided by signal conditionir output in volts at the 04 extended post-tion = scale factor in inches per volt.)

4.10 Compare the scale factor for the 50% to 100% extended span and the scale f actor for the 50% to Os extended span to determine linearity.

(Tolerance = +/- 14.)

Calibration Procedure. Document No. A-000148. Page 2 of 4 r

Test Plan, Document No. A-000150, Page 118 of 156

4.11 Calculate the average scale factor.

4.12 With sensing wire at the 50% position, place CAL switch on the signal

\\

conditioner in the "A" position and record amplifier output on ANCO Document QC-573 (see Figure 4.1) instrumentation data sheet or equi-valent.

4.13 With sensing wire at the 50% position, place CAL switch on the signal conditioner in the "B"

position and record amplifier output on ANCO Document QC-573 instrumentation data sheet or equivalent.

I 4.14 Record excitation voltage, gain dial position, average scale factor, and displacement transducer serial number on ANCO Document QC-573 instrumentation data sheet or equivalent.

4.15 Forward a copy of the ANCO Document QC-573 instrumentation data sheet or equivalent to the IQA Lab so that a copy of each transducer calibrated can be inserted into respective file for record of perfor-mance.

5.0 CONSIDERATIONS 5.1 The sensing wire should b<t inspected for fraying, kinks. and ease of extension.

5.2 The transducer should be mounted at a distance away from the sensed specimen so that physical impact during dynamic testing does not occur.

5.3 A sensing wire extension can be fabricated of braided stainless steel wire and used to connect the sensing wire to the specimen.

5.4 The sensing wire extension and the physical location of the transducer shall be such that the transducer sensing wire is extended to a 50%

position with the specimen in a null position.

This will insure that the transducer is free to operate over fully calibrated range.

Calibration Procedure. Document No. A-000148 Page 3 of 4 1 :

1 Test Plan, Document No. A-000150, Page 119 of 156

acB NUM3EA PAGE OF Engineers. Inc.

9937 Jonerson Bouievaro. Cutver C.ty. CA 90230 DESCRIPTION MADEBY DATE

[

CHECKED BY DATE INSTRUMENTATION DATA SHEET CHAN.

LOCATION ID/ TYPE S/N CABLE COND.

STI A/D CAL XCAL !EXC. A/B CAIN REMARKS s

QC-573, Rev. O, 2/83 Figure 4.1: Instrumentation Data Sheet Calibration Procedure, Document No. A-000148, Page 4 of 4 I

h l

Test Plan, Document No. A-000150, Page 120 of 156

8.3 Construction Details (General)

The following details shall be used to simulate Comanche Peak site conditions.

These notes and details should only be used when specific information is not available on the drawings. The drawings-in Sections 5.0 and 8.4 through 8.8 will control when in conflict with these details.

Nonconformances to the configuration drawings and details shall be recorded and shall require TUGC0 concurrence, for example (TUGC0 to supply):

1.

bolt torque schedules, 3

t 2.

cable tie-down recommendations (i.e., every 10th rung, every 10 feet), and 3.

pertinent notes from Gibbs & Hills. Inc., Drawings 2323-S-0901 through 0931, including field tolerances.

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8.8 Construction Details, Case 5 O (TO BE SUPPLIED LATER) 8.9 OBE and SSE Required Response Spectra The first four spectra that follow represent the combination of spectra calculated to envelope all buildings at the site (less the con-2 - tainment building) based on a " lower bound." "best guess." and " upper bound" of soll properties. They represent the envelope of the twelve indi-vidual spectra which follow. They represent the 44 damped OBE and 7% damped SSE recuired response spectra (RRS) that will be enveloped by test response spectra (TRS) at appropriate damping values during the test effort governed by this procedure. 1 V i i _. lO l - l Test Plan, Document No. A-000150, Page 136 of 156

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(n) %/ Test Plan, Document No. A-000150, Page 137 of 156

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9.0 CONTINGENCIES As stated in Section 7.0, the test plan procedure may deviate from the ~ original plan as test results are recorded and assessed. These contingency test plans will be determined just prior to actual testing, and the results will be recorded in the chronological log (see Section 10.0). Configuration drawings will be provided in the final report. Although no contingencies are anticipated at this time, examples are as follows: 1. Change of tray to support hold-down clip type due to premature failure. 2. Change of input wave form based on new data. O i i i l l --O Test Plan, Document No. A-000150, Page 153 of 156 -y-- p-s -sw e +wm mgr.-+y -m-- yvy--+ -9 ,,-,y-+,-.w,--m. --,--------y-ry- - - - - - ,-u ,-1 -r-,y e yvg -w&%vg g

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.e j 10.0 CHRONOLOGICAL LOG A chronological log will be maintained to document all deviations from the test plan procedure. The format of the standard log sheet is pro-vided in Figure 10.1. Log sheets are provided in Appendix B. 4 i k-i i i i u l i 1 1 l 4 l i h - Test Plan, Document No. A-000150, Page 154 of 156 -'e-ww rp *%wyWwt w + y e,e + ee -* t ww. g-s a.-e e -ew p- % e m mwe-*-M+e-~ - es se*tw-ww- 'e-eew-ee-em*--m-*vn'-es a--u+T-w --em-we****=wwwhowe"--N'wNe*-==**w****"

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11.0 TEST REPORT Ten copies of the report will be issued subsequent to the completion of testing. This report will be signed by a registered professional engi-neer and will summarize the pertinent recorded data, input and response values,. test chronology, test plan deviations, and will include photographs of the test setups. Summarized data, as a minimum, will consist of reso-nant frequencies and dampings as a function of vibration level, resonant frequencies and dampings as functions of percent cable loading, a com-parison of resonant frequencies and dampings for the two support boundary conditions, and a discussion on transverse and longitudinal tray-to-support relative displacement (if present). The report will also contain a list of test equipment used, calibrations, instrumentation log sheets, cable tray hanger and cable tray identification, test loads, test procedure, and the test data. O O Test Plan, Document No. A-000150, Page 156 of 156 j 1 .. _ -, ~ _ - - - - _ _., - -,. -,,

.A 2 9 APPENDIX A 4% OBE AND 7% SSE TIME HISTORIES O (NUMERICAL VALUES) (PLEASE SUPPLY VALUES ON DIGITAL TAPE UNDER SEPARATE COVER) O ANCO oocomm ^-*oiso ,xos, i-1

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2.0 REFERENCES

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2.0 REFERENCES

2.0 REFERENCES

1.0 INTRODUCTION

1.0 INTRODUCTION

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1.0 INTRODUCTION

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