ML18310A319
| ML18310A319 | |
| Person / Time | |
|---|---|
| Site: | NuScale |
| Issue date: | 10/30/2018 |
| From: | Bergman T NuScale |
| To: | Office of New Reactors |
| Cranston G | |
| References | |
| NUSCALESMRDC, NUSCALESMRDC.SUBMISSION.6, NUSCALEPART02.NP, NUSCALEPART02.NP.2 | |
| Download: ML18310A319 (25) | |
Text
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-321 Revision 2 Figure 3.7.2-77: Reactor Building Cracked Model - Modal Shape - (Mode 5)
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-322 Revision 2 Figure 3.7.2-78: Reactor Building Cracked Model - Modal Shape - (Mode 6)
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-323 Revision 2 Figure 3.7.2-79: Reactor Building Cracked Model - Modal Shape - (Mode 14)
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-324 Revision 2 Figure 3.7.2-80: Reactor Building Uncracked Model - Modal Shape - (Mode 5)
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-325 Revision 2 Figure 3.7.2-81: Reactor Building Uncracked Model - Modal Shape - (Mode 8)
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-326 Revision 2 Figure 3.7.2-82: Reactor Building Uncracked Model - Modal Shape - (Mode 15)
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-327 Revision 2 Figure 3.7.2-83: Control Building Cracked Model - Modal Shape - (Mode 40)
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-328 Revision 2 Figure 3.7.2-84: Control Building Cracked Model - Modal Shape - (Mode 49)
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-329 Revision 2 Figure 3.7.2-85: Control Building Cracked Model - Modal Shape - (Mode 81)
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-330 Revision 2 Figure 3.7.2-86: Control Building Uncracked Model - Modal Shape - (Mode 41)
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-331 Revision 2 Figure 3.7.2-87: Control Building Uncracked Model - Modal Shape - (Mode 49)
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-332 Revision 2 Figure 3.7.2-88: Control Building Uncracked Model - Modal Shape - (Mode 81)
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-333 Revision 2 Figure 3.7.2-89: Flow of Files among SASSI2010 Modules
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-334 Revision 2 Figure 3.7.2-90: Four I, J, K, and L Nodes and 1 through 5 Output Locations of Thick Shell Element
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-335 Revision 2 Figure 3.7.2-91: SASSI2010 Shear and Moment Resultants
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-336 Revision 2 Figure 3.7.2-92: SASSI2010 Beam Element Local Axes for Forces and Moments
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-337 Revision 2 Figure 3.7.2-93: SASSI2010 Global Stresses at Centroid of a Solid Element
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-338 Revision 2 Figure 3.7.2-94: Reactor Building Locations Selected for Relative Displacement
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-339 Revision 2 Figure 3.7.2-95: Control Building Locations Selected for Relative Displacement
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-340 Revision 2 Figure 3.7.2-96: Nodes Used for ISRS for NPM Bay Walls at the Pool Floor (EL. 25 0)
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-341 Revision 2 Figure 3.7.2-97: NPM Lug Restraint Node Locations (EL. 71' 7")
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-342 Revision 2 Figure 3.7.2-98: Location of NPMs for 7 Module Case Study
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-343 Revision 2 Figure 3.7.2-99: Example ISRS from CSDRS compatible Time Histories for Soil Type 7
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-344 Revision 2 Figure 3.7.2-100: Example ISRS from CSDRS compatible Time Histories for Soil Type 8
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-345 Revision 2 Figure 3.7.2-101: Example ISRS from CSDRS compatible Time Histories for Soil Type 11