Document: NUREG-0800
Document ID: 560899bb-f3f2-41e8-b946-aa54f6ac6b16
Document Type: srp
Title: -
Source: NUREG-0800
Source URL: https://www.nrc.gov/docs/ML1319/ML13198A223.pdf
Revision Date: 2023-06
Chapter: 3
Section ID: 3.7.2
CFR Part: 
CFR Title: 

Content:
Revision 4 – September 2013 certification application, and to review additional information needed to resolve open technical issues. See Appendix A of this SRP section for general guidelines on conducting audits. Review Interfaces: Other SRP sections interface with this section as follows: 1. Review of geological and seismological information to establish the free-field ground motion is performed under SRP Sections 2.5.1 through 2.5.3. 2. The geotechnical parameters and methods employed in the analysis of free-field and on-site soil media and soil properties are reviewed under SRP Section 2.5.4. 3. The design ground motion (response spectra and time histories) is reviewed under SRP Section 3.7.1. 4. Seismic subsystem analysis is reviewed under SRP Section 3.7.3. This includes, but is not limited to, seismic Category I substructures, such as platforms, frame support structures, yard structures; buried piping, tunnels, and conduits; concrete dams; and atmospheric storage tanks. 5. The design of seismic Category I structures for all applicable load combinations is reviewed under SRP Sections 3.8.1 through 3.8.5. 6. For DC applications and COL applications referencing a DC, review of the site parameters in the Design Control Document (DCD) Tier 1 and Chapter 2 of the DCD Tier 2 submitted by the applicant is performed under SRP Section 2.0, "Site Characteristics/Site Parameters." 7. Review of the Probabilistic Risk Assessment is performed under SRP Section 19.0 in conjunction with DC/COL-ISG-20, “Interim Staff Guidance on Implementation of a Probabilistic Risk Assessment-Based Seismic Margin Analysis for New Reactors," for potential risk significance of SSCs and the risk-based susceptibility of risk significant SSCs to failure due to seismic hazards. The review of the design ground motion (safe shutdown earthquake (SSE)); Operating Basis Earthquake (OBE), if applicable), the generic-site or site-specific soil properties, and the SSI analyses is an integral part of