Document: NUREG-0800
Document ID: c165ebfe-8431-4d56-8bc9-97c2227d45bb
Document Type: srp
Title: SEISMIC SYSTEM ANALYSIS
Source: NUREG-0800
Source URL: https://www.nrc.gov/docs/ML0706/ML070640311.pdf
Revision Date: 2023-06
Chapter: 3
Section ID: 3.7.2
CFR Part: 
CFR Title: 

Content:
until after the rest of this portion of the application has been reviewed against acceptance criteria contained in this SRP section. Furthermore, the staff reviews the ITAAC to ensure that all SSCs in this area of review are identified and addressed as appropriate in accordance with SRP Section 14.3. 16. COL Action Items and Certification Requirements and Restrictions. For a DC application, the review will also address COL action items and requirements and restrictions (e.g., interface requirements and site parameters). For a COL application referencing a DC, a COL applicant must address COL action items (referred to as COL license information in certain DCs) included in the referenced DC. Additionally, a COL applicant must address requirements and restrictions (e.g., interface requirements and site parameters) included in the referenced DC. As part of the review activities, the staff conducts on-site audits. The purpose of these audits is to review technical information and detailed calculations not submitted as part of the license or 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 earthquake 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. 3.7.2-5 Revision 3 - March 2007 3. The design earthquake 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,