ML17289B253: Difference between revisions
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{{#Wiki_filter:}} | {{#Wiki_filter:2.5.2.1 Introduction Code of Federal Regulations2.5.2.2 Summary of Application 2.5.2.2.1 Seismicity 2.5.2.2.2 Geologic and Tectonic Characteristics of the Site and Region 2.5.2.2.3 Correlation of Earthquake Activity with Seismic Sources | ||
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*2.5.2.2.4 Probabilistic Seismic Hazard Analysis and Controlling Earthquakes 2.5.2.2.4.1 PSHA Inputs 2.5.2.2.4.1.1 Seismic Source Models and Parameters2.5.2.2.4.1.2 Ground Motion Models 2.5.2.2.4.2 PSHA Methodology and Calculation 2.5.2.2.4.3 PSHA results 2.5.2.2.5 Seismic Wave Transmission Characteristics of the Site 2.5.2.2.5.1 Site Response Model | |||
2.5.2.2.5.2 Site Response Methodology and Results 2.5.2.2.6 2D Sensitivity Analysis 2.5.2.2.7 Ground Motion Response Spectra 2.5.2.2.7.1 Horizontal GMRS 2.5.2.2.7.2 Vertical GMRS 2.5.2.3 Regulatory Basis * | |||
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*2.5.2.4 Technical Evaluation 2.5.2.4.1 Seismicity 2.5.2.4.1.1 Staff Conclusions Regarding Seismicity 2.5.2.4.2 Geologic and Tectonic Characteristics of the Site and Region 2.5.2.4.2.1 Modifications to CEUS-SSC Model Due to Updated Earthquake Catalog 2.5.2.4.2.2 Modifications to CEUS-SSC Seismic Source Model 2.5.2.4.2.3 Consideration of the Eastern Tennessee Seismic Zone 2.5.2.4.2.4 Staff Conclusions Regarding Geologic and Tectonic Characteristics of the Site and Region 2.5.2.4.3 Correlation of Earthquake Activity with Seismic Sources 2.5.2.4.4 Probabilistic Seismic Hazard Analysis and Controlling Earthquakes 2.5.2.4.4.1 PSHA Inputs 2.5.2.4.4.2 PSHA Calculation and Confirmatory Analysis 2.5.2.4.4.3 Controlling Earthquakes | |||
2.5.2.4.4.4 Staff Conclusions Regarding PSHA and Controlling Earthquakes 2.5.2.4.5 Seismic Wave Transmission Characteristics of the Site 2.5.2.4.5.1 Site Response Inputs and Methodology 2.5.2.4.5.2 2D Sensitivity Analysis 2.5.2.4.5.3 NRC Site Response Confirmatory Analysis 2.5.2.4.5.4 Staff Conclusions Regarding Seismic Wave Transmission Characteristics of the Site 2.5.2.4.6 Ground Motion Response Spectra | |||
2.5.2.4.6.1 Staff Conclusions Regarding Ground Motion Response Spectra 2.5.2.5 Conclusion}} | |||
Revision as of 02:59, 15 December 2018
| ML17289B253 | |
| Person / Time | |
|---|---|
| Site: | Clinch River |
| Issue date: | 10/04/2018 |
| From: | Fetter A H NRC/NRO/DLSE/LB3 |
| To: | |
| Fetter A H 301-415-8556 | |
| Shared Package | |
| ML17289B214 | List: |
| References | |
| Download: ML17289B253 (24) | |
Text
2.5.2.1 Introduction Code of Federal Regulations2.5.2.2 Summary of Application 2.5.2.2.1 Seismicity 2.5.2.2.2 Geologic and Tectonic Characteristics of the Site and Region 2.5.2.2.3 Correlation of Earthquake Activity with Seismic Sources
- 2.5.2.2.4 Probabilistic Seismic Hazard Analysis and Controlling Earthquakes 2.5.2.2.4.1 PSHA Inputs 2.5.2.2.4.1.1 Seismic Source Models and Parameters2.5.2.2.4.1.2 Ground Motion Models 2.5.2.2.4.2 PSHA Methodology and Calculation 2.5.2.2.4.3 PSHA results 2.5.2.2.5 Seismic Wave Transmission Characteristics of the Site 2.5.2.2.5.1 Site Response Model
2.5.2.2.5.2 Site Response Methodology and Results 2.5.2.2.6 2D Sensitivity Analysis 2.5.2.2.7 Ground Motion Response Spectra 2.5.2.2.7.1 Horizontal GMRS 2.5.2.2.7.2 Vertical GMRS 2.5.2.3 Regulatory Basis *
- 2.5.2.4 Technical Evaluation 2.5.2.4.1 Seismicity 2.5.2.4.1.1 Staff Conclusions Regarding Seismicity 2.5.2.4.2 Geologic and Tectonic Characteristics of the Site and Region 2.5.2.4.2.1 Modifications to CEUS-SSC Model Due to Updated Earthquake Catalog 2.5.2.4.2.2 Modifications to CEUS-SSC Seismic Source Model 2.5.2.4.2.3 Consideration of the Eastern Tennessee Seismic Zone 2.5.2.4.2.4 Staff Conclusions Regarding Geologic and Tectonic Characteristics of the Site and Region 2.5.2.4.3 Correlation of Earthquake Activity with Seismic Sources 2.5.2.4.4 Probabilistic Seismic Hazard Analysis and Controlling Earthquakes 2.5.2.4.4.1 PSHA Inputs 2.5.2.4.4.2 PSHA Calculation and Confirmatory Analysis 2.5.2.4.4.3 Controlling Earthquakes
2.5.2.4.4.4 Staff Conclusions Regarding PSHA and Controlling Earthquakes 2.5.2.4.5 Seismic Wave Transmission Characteristics of the Site 2.5.2.4.5.1 Site Response Inputs and Methodology 2.5.2.4.5.2 2D Sensitivity Analysis 2.5.2.4.5.3 NRC Site Response Confirmatory Analysis 2.5.2.4.5.4 Staff Conclusions Regarding Seismic Wave Transmission Characteristics of the Site 2.5.2.4.6 Ground Motion Response Spectra
2.5.2.4.6.1 Staff Conclusions Regarding Ground Motion Response Spectra 2.5.2.5 Conclusion