ML19241A403
| ML19241A403 | |
| Person / Time | |
|---|---|
| Site: | NuScale |
| Issue date: | 08/22/2019 |
| From: | Bergman T NuScale |
| To: | Office of New Reactors |
| Cranston G | |
| References | |
| NUSCALESMRDC, NUSCALESMRDC.SUBMISSION.8, NUSCALEPART02.NP, NUSCALEPART02.NP.3 | |
| Download: ML19241A403 (42) | |
Text
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-266 Revision 3 Figure 3.7.2-14: Transverse View of Half of Reactor Building in Ground (Looking Northeast)
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-267 Revision 3 z
Figure 3.7.2-15: Reactor Building SASSI2010 Model
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-268 Revision 3 Figure 3.7.2-16: Reactor Building SASSI2010 Model without Hidden Lines
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-269 Revision 3 Figure 3.7.2-17: Reactor Building SASSI2010 Backfill Soil Model
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-270 Revision 3 Figure 3.7.2-18: Reactor Building SASSI2010 Model without Backfill
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-271 Revision 3 Figure 3.7.2-19: Reactor Building SASSI2010 Excavated Soil Model without Hidden Lines
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-272 Revision 3 Figure 3.7.2-20: Half of Reactor Building SASSI2010 Model without Hidden Lines
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-273 Revision 3 Figure 3.7.2-21: Reactor Building Beam Elements of SASSI2010 Model
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-274 Revision 3 Figure 3.7.2-22: NuScale Power Module Lug Restraint (in Green)
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-275 Revision 3 Figure 3.7.2-23: Top View of NuScale Power Module Lug Restraint and Support Walls
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-276 Revision 3 Figure 3.7.2-24: View of Reactor Building Looking Down
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-277 Revision 3 Figure 3.7.2-25: Enlarged View of Reactor Pool Looking Down
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-278 Revision 3 Figure 3.7.2-26: Extruded View of the NuScale Power Modules and Support Walls
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-279 Revision 3 Figure 3.7.2-27: NuScale Power Module Model with Lug Restraint and Base Skirt Supports
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-280 Revision 3 Note: Actual CNV Skirt Support is free to move vertically upward and restrained downward.
As SASSI2010 cannot model this non-linear behavior, spring supports are added for analysis model stability purposes only.
Figure 3.7.2-28: NuScale Power Module Beam Model
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-281 Revision 3 Figure 3.7.2-29: Beam and Spring Model of Reactor Building Crane
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-282 Revision 3 Figure 3.7.2-30: Longitudinal Section View of Pool Water and NuScale Power Modules
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-283 Revision 3 Figure 3.7.2-31: Model of Reactor Building Pool Water
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-284 Revision 3 Figure 3.7.2-32: Half Sectional View of Reactor Building ANSYS Model with Pool Fluid and Backfill Soil
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-285 Revision 3 Figure 3.7.2-33: ANSYS Model of Fluid, NuScale Power Modules, Foundation and Interior Pool Walls
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-286 Revision 3 Figure 3.7.2-34: 3D View of Pool without Water with 12 NuScale Power Modules
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-287 Revision 3 Figure 3.7.2-35: Plan View of Wall Segments used for FSI analysis Wall Section Name X (in)
Y (in)
Wall Section Length (in)
X1 3672
-453 to -202.5 250.5 X2 3672
-202.5 to 202.5 405.0 X3 3672 202.5 to 453 250.5 Y1 420 to 672.5 453 252.5 Y2 672.5 to 1481 453 808.5 Y3 1481 to 2056.4 453 575.4 Y4 2056.4 to 3387.6 453 1331.2 Y5 3387.6 to 3672 453 284.4
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-288 Revision 3 Note: ANSYS ordinate was changed in graph to align with ordinate at base of foundation, as used in the SASSI2010 and SAP2000 models, for comparison.
Figure 3.7.2-36: Maximum Accelerations for X Wall Sections from ANSYS
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-289 Revision 3 Note: ANSYS ordinate was changed in graph to align with ordinate at base of foundation, as used in the SASSI2010 and SAP2000 models, for comparison.
Figure 3.7.2-37: Maximum Accelerations for Y Wall Sections from ANSYS
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-290 Revision 3 Note: ANSYS ordinate was changed in graph to align with ordinate at base of foundation, as used in the SASSI2010 and SAP2000 models, for comparison.
Figure 3.7.2-38: Hydrodynamic Pressure for X Wall Sections from ANSYS
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-291 Revision 3 Note: ANSYS ordinate was changed in graph to align with ordinate at base of foundation, as used in the SASSI2010 and SAP2000 models, for comparison.
Figure 3.7.2-39: Hydrodynamic Pressure for Y Wall Sections from ANSYS
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-292 Revision 3 Figure 3.7.2-40: Maximum Accelerations for X Wall Sections, Soil Type 7 from SASSI2010
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-293 Revision 3 Figure 3.7.2-41: Maximum Accelerations for Y Wall Sections, Soil Type 7 from SASSI2010
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-294 Revision 3 Figure 3.7.2-42: Maximum Accelerations for X Wall Sections, Soil Type 8 from SASSI2010
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-295 Revision 3 Figure 3.7.2-43: Maximum Accelerations for Y Wall Sections, Soil Type 8 from SASSI2010
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-296 Revision 3 Figure 3.7.2-44: Maximum Accelerations for X Wall Sections, Soil Type 11 from SASSI2010
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-297 Revision 3 Figure 3.7.2-45: Maximum Accelerations for Y Wall Sections, Soil Type 11 from SASSI2010
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-298 Revision 3 Figure 3.7.2-46: Control Building (Looking Northeast)
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-299 Revision 3 Figure 3.7.2-47: East-West Section Cut View of Control Building in Soil
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-300 Revision 3 Figure 3.7.2-48: North-South Section Cut View of Control Building in Soil
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-301 Revision 3 Figure 3.7.2-49: Quarter View of Control Building in Soil
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-302 Revision 3 Figure 3.7.2-50: SAP2000 Control Building Model
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-303 Revision 3 Figure 3.7.2-51: SAP2000 Control Building Model Beam Elements
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-304 Revision 3 Figure 3.7.2-52: SAP2000 Control Building Model with Backfill Soil
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-305 Revision 3 Figure 3.7.2-53: Control Building SASSI2010 Model
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-306 Revision 3 Figure 3.7.2-54: Excavated Soil of Control Building SASSI2010 Model
NuScale Final Safety Analysis Report Seismic Design Tier 2 3.7-307 Revision 3 Figure 3.7.2-55: Control Building SASSI2010 Model Backfill Soil Solid Elements