ENG.20071220.0029 (--7(;.,.. "'" · '~==--'--'\ QA:QA i../ I ~i'·"··1~',,:,:::,: ; '-~ffi""--~, 000-30R-MGRO-02000-000-001 j ,,/ I / . i ./" .. ._...J i ~//~ '-:;,~ /) BECHTEL December 2007 SAIC COMPANYUC Seismic Analysis and Design Approach Document Prepared for: U.S. Department of Energy Office of Civilian Radioactive Waste Management 1551 Hillshire Drive Las Vegas, Nevada 89134-6321 Prepared by: Bechtel SAIC Company, LLC 1180 Town Center Drive Las Vegas, Nevada 89144 Under Contract Number DE-AC28-01 RW121 01 DISCLAIMER This document was developed by Bechtel SAIC Company, LLC (BSC) and is solely intended for the use of BSC in its work for the Yucca Mountain Project. 000-30R-MGR0-02000-000-001 ii December 2007 Technical Report Signature Pagel 1. QA: QA Change History esc 2. Total Pages: 152 Complete only applicable items. 3. Technical Report Title Seismic Analysis and Design Approach Document 4. 01 (including Rev. No.) 000-30R-MGRO-02000-000-001 Printed Name Sj9nature Date A 5. Originator th/tJt/d,:'I£,·~lk Iv ~ t. ~11 It/I2-!WC'7 Orhan Gurbuz / Surendra K. Goel '/7"'-- 0/ t:~/L-~ .. • 6. Checker Michael Soltani \'\\\~~~ , L{(1.. lo1 7. QER Gerard Heaney ~ ;f,'t1~L , ~/ t,lr1-Jo i (! 8. Lead or Supervisor Thomas Frankert c1Im U'~d " I~/~~/t-:} ,il'ntCl-:; 9. Responsible Manager or Raj Rajagopal j 'z. j '2,.0 j2.(,"{j) Project Engineer ~ 10. Remarks \J 'I I ---' Change History 11. Revision No. 12. Description of Change 000 Initial issue. This issue supersedes 100-S0C-CYOO-00300-000-00A and 100-S0C-CYOO-00300-000• 00A-ECN1. It provides an update to the seismic analysis and design approach requirements and changes the format from a design calculation to a technical report. 001 Complete Revision. Incorporated ACN01, the revised ground response spectra, fragility calculation methodology, added Appendix F on seismic requirements for mechanical equipment and other miscellaneous changes. INTENTIONALLY LEFT BLANK 000-30R-MGR0-02000-000-001 iv December 2007 CONTENTS Page ACRONYMS AND ABBREVIATIONS...................................................................................... xi 1. INTRODUCTION .....................................................................................................................1 2. SCOPE .......................................................................................................................................2 3. FACILITY LOCATION AND DESCRIPTION .......................................................................3 3.1 FACILITY LOCATION...................................................................................................3 3.2 FACILITY DESCRIPTION .............................................................................................3 4. ASSUMPTIONS, DIRECT INPUTS, QUALITY ASSURANCE, SOFTWARE USAGE, AND PEER REVIEW ................................................................................................8 4.1 ASSUMPTIONS...............................................................................................................8 4.2 DIRECT INPUTS .............................................................................................................8 4.3 QUALITY ASSURANCE................................................................................................8 4.4 SOFTWARE USAGE.......................................................................................................8 4.5 PEER REVIEW ................................................................................................................8 5. SEISMIC CLASSIFICATION OF SSCs.................................................................................10 5.1 CRITERIA FOR SEISMIC CLASSIFICATION OF SSCs ...........................................10 5.2 ITS SSCs.........................................................................................................................11 5.3 SEISMIC INTERACTION OF NON-ITS SSCs WITH ITS SSCs................................12 5.4 NON-ITS SSCs...............................................................................................................12 6. DESIGN MOTION..................................................................................................................14 6.1 GENERAL......................................................................................................................14 6.2 GEOTECHNICAL PARAMETERS ..............................................................................14 6.3 DESIGN BASIS GROUND MOTION (DBGM) FOR ITS STRUCTURES ................16 6.4 DESIGN BASIS GROUND MOTION FOR NON-ITS STRUCTURES ......................31 7. SEISMIC ANALYSIS OF ITS SSCs ......................................................................................34 7.1 METHODOLOGY .........................................................................................................34 7.2 ANALYSES PARAMETERS ........................................................................................36 7.3 SEISMIC RESPONSE ANALYSIS OF STRUCTURES ..............................................42 7.4 SEISMIC STRESS ANALYSIS OF STRUCTURES ....................................................43 7.5 SEISMIC ANALYSIS OF SYSTEMS AND COMPONENTS .....................................45 7.6 SEISMIC EVALUATION OF STRUCTURES FOR BDBGM.....................................48 7.7 SEISMIC ANALYSIS OF UNDERGROUND ITS SSCs .............................................48 8. SEISMIC DESIGN OF ITS SSCs ...........................................................................................50 8.1 GENERAL......................................................................................................................50 8.2 DESIGN CODES............................................................................................................50 8.3 LOADS AND LOAD COMBINATIONS......................................................................50 000-30R-MGR0-02000-000-001 v December 2007 CONTENTS (Continued) Page 8.4 ACCEPTANCE CRITERIA...........................................................................................52 9. SEISMIC ANALYSIS OF NON-ITS SSCs ............................................................................54 9.1 GENERAL......................................................................................................................54 9.2 SEISMIC ANALYSIS OF NON-ITS STRUCTURES ..................................................54 9.3 SEISMIC ANALYSIS OF NON-ITS, NON-BUILDING STRUCTURES...................55 9.4 SEISMIC ANALYSIS OF NON-ITS SYSTEMS AND COMPONENTS ....................56 10. SEISMIC DESIGN OF NON-ITS SSCs .................................................................................58 10.1 GENERAL......................................................................................................................58 10.2 DESIGN CODES............................................................................................................58 10.3 LOADS AND LOAD COMBINATIONS......................................................................58 10.4 ACCEPTANCE CRITERIA...........................................................................................59 11. MISCELLANEOUS SEISMIC ANALYSIS AND DESIGN ISSUES..................................60 11.1 STABILITY REQUIREMENTS....................................................................................60 11.2 STORY DRIFTS.............................................................................................................61 11.3 INTERACTION OF NON-ITS WITH ITS SSCs (Seismic 2/1 Issue)...........................61 11.4 BUILDING SEPARATION ...........................................................................................62 11.5 ANCHORAGE ...............................................................................................................62 12. USE OF COMPUTER PROGRAMS ......................................................................................63 13. REFERENCES ........................................................................................................................65 13.1 DOCUMENTS CITED...................................................................................................65 13.2 CODES, STANDARDS, REGULATIONS, AND PROCEDURES..............................67 13.3 SOURCE DATA.............................................................................................................69 13.4 SOFTWARE CODES.....................................................................................................70 APPENDIX A COMPUTATION OF COMBINED EARTHQUAKE-INDUCED STRUCTURAL RESPONSE............................................................................71 APPENDIX B EVALUATIONS FOR BDBGM ......................................................................75 APPENDIX C SOIL SPRINGS AND DAMPING .................................................................103 APPENDIX D SHEAR WALL STRUCTURES DESIGN PROCEDURE.............................107 APPENDIX E INCORPORATION OF CONCRETE CRACKING INTO THE FINITE ELEMENT MODEL..........................................................................135 APPENDIX F SEISMIC REQUIREMENTS FOR MECHANICAL EQUIPMENT.............137 000-30R-MGR0-02000-000-001 vi December 2007 FIGURES Page 3-1. Site Plan ............................................................................................................................4 3-2. Facilities Building Location Plan......................................................................................5