ML20197A392
| ML20197A392 | |
| Person / Time | |
|---|---|
| Site: | NuScale |
| Issue date: | 06/19/2020 |
| From: | Bergman T NuScale |
| To: | Office of Nuclear Reactor Regulation |
| Cranston G | |
| References | |
| NUSCALESMRDC, NUSCALESMRDC.SUBMISSION.12, NUSCALEPART02.NP, NUSCALEPART02.NP.5 | |
| Download: ML20197A392 (38) | |
Text
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-308 Revision 4.1 Figure 3.7.2-56: Control Building SASSI2010 Solid Elements Modeling the Basemat
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-309 Revision 4.1 Figure 3.7.2-57: Control Building SASSI2010 Model Shell and Beam Element
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-310 Revision 4.1 Figure 3.7.2-58: Control Building SASSI2010 Model Beam Elements
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-311 Revision 4.1 Figure 3.7.2-59: Structures and Backfill Soil of Triple Building SAP2000 Model
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-312 Revision 4.1 Figure 3.7.2-60: Isometric View of South Side of Triple SAP2000 Model (Looking Northeast)
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-313 Revision 4.1 Figure 3.7.2-61: Isometric View of South Side of Triple Building SAP2000 Model (Looking Northwest)
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-314 Revision 4.1 Figure 3.7.2-62: Isometric View of North Side of Triple Building SAP2000 Model (Looking Southwest)
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-315 Revision 4.1 Figure 3.7.2-63: Isometric View of Backfill Soil Elements around the Three Buildings
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-316 Revision 4.1 Figure 3.7.2-64: Beam Elements of Triple Building SAP2000 Model
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-317 Revision 4.1 Figure 3.7.2-65: Spring or Link Elements of Triple Building SAP2000 Model
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-318 Revision 4.1 Figure 3.7.2-66: Elevation View of Triple Building SAP2000 Model Showing Separation
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-319 Revision 4.1 Figure 3.7.2-67: Isometric View of SASSI2010 Triple Building
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-320 Revision 4.1 Figure 3.7.2-68: North Half View of SASSI2010 Triple Building Model
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-321 Revision 4.1 Figure 3.7.2-69: SASSI2010 Triple Building Model Shown without Backfill
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-322 Revision 4.1 Figure 3.7.2-70: SASSI2010 Triple Building Model Showing South Side of Three Buildings (Looking Northwest)
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-323 Revision 4.1 Figure 3.7.2-71: SASSI2010 Triple Building Model Showing North Side of Three Buildings (Looking Southwest)
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-324 Revision 4.1 Figure 3.7.2-72: Beam Elements of SASSI2010 Triple Building Model
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-325 Revision 4.1 Figure 3.7.2-73: Excavated Soil Solid Elements of the SASSI2010 Triple Building Model
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-326 Revision 4.1 Figure 3.7.2-74: Backfill Soil Solid Elements of the SASSI2010 Triple Building Model
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-327 Revision 4.1 Figure 3.7.2-75: Rigid Soil Springs between Backfill and Free Field Soils of the SASSI2010 Triple Building Model
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-328 Revision 4.1 Figure 3.7.2-76: Interaction Nodes for Soil Impedance Calculation
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-329 Revision 4.1 Figure 3.7.2-77: Reactor Building Cracked Model - Modal Shape - (Mode 5)
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-330 Revision 4.1 Figure 3.7.2-78: Reactor Building Cracked Model - Modal Shape - (Mode 6)
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-331 Revision 4.1 Figure 3.7.2-79: Reactor Building Cracked Model - Modal Shape - (Mode 14)
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-332 Revision 4.1 Figure 3.7.2-80: Reactor Building Uncracked Model - Modal Shape - (Mode 5)
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-333 Revision 4.1 Figure 3.7.2-81: Reactor Building Uncracked Model - Modal Shape - (Mode 8)
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-334 Revision 4.1 Figure 3.7.2-82: Reactor Building Uncracked Model - Modal Shape - (Mode 15)
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-335 Revision 4.1 Figure 3.7.2-83: Control Building Cracked Model - Modal Shape - (Mode 40)
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-336 Revision 4.1 Figure 3.7.2-84: Control Building Cracked Model - Modal Shape - (Mode 49)
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-337 Revision 4.1 Figure 3.7.2-85: Control Building Cracked Model - Modal Shape - (Mode 81)
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-338 Revision 4.1 Figure 3.7.2-86: Control Building Uncracked Model - Modal Shape - (Mode 41)
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-339 Revision 4.1 Figure 3.7.2-87: Control Building Uncracked Model - Modal Shape - (Mode 49)
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-340 Revision 4.1 Figure 3.7.2-88: Control Building Uncracked Model - Modal Shape - (Mode 81)
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-341 Revision 4.1 Figure 3.7.2-89: Flow of Files among SASSI2010 Modules
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-342 Revision 4.1 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 3.7-343 Revision 4.1 Figure 3.7.2-91: SASSI2010 Shear and Moment Resultants
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-344 Revision 4.1 Figure 3.7.2-92: SASSI2010 Beam Element Local Axes for Forces and Moments
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-345 Revision 4.1 Figure 3.7.2-93: SASSI2010 Global Stresses at Centroid of a Solid Element