Document: NUREG-0800
Document ID: 94da2f11-6df6-47d0-a25e-edeb21a4d649
Document Type: srp
Title: 3.7.1-12
Source: NUREG-0800
Source URL: https://www.nrc.gov/docs/ML1419/ML14198A460.pdf
Revision Date: 2023-06
Chapter: 3
Section ID: 3.0
CFR Part: 
CFR Title: 

Content:
staff's evaluation of the ITAAC, including design acceptance criteria, as applicable. V. IMPLEMENTATION The staff uses this SRP section in performing safety evaluations of DC applications and license applications submitted by applicants pursuant to 10 CFR Part 50 or 10 CFR Part 52. The staff uses the method described herein to evaluate conformance with the Commission's regulations. The application shall contain an evaluation of the standard plant design against the SRP revision in effect 6 months before the docket date of the application. The application shall identify and describe all differences between this SRP section and the design features, analytical techniques, and procedural measures proposed for the facility, and discuss how the proposed alternative provides an acceptable method of complying with the regulations that underlie the SRP acceptance criteria. VI. REFERENCES 1. 10 CFR Part 50, “Domestic Licensing of Production and Utilization Facilities.” 2. 10 CFR Part 50, Appendix A, General Design Criterion 2, “Design Bases for Protection Against Natural Phenomena.” 3.7.1-23 Revision 4 – December 2014 3. 10 CFR Part 50, Appendix S, “Earthquake Engineering Criteria for Nuclear Power Plants.” 4. 10 CFR Part 52, ““Licenses, Certifications, and Approvals for Nuclear Power Plants.” 5. Houston, T. W., Mertz, G. E., Costantino, M. C., and Costantino, C. J., “Investigation of the Impact of Seed Record Selection on Structural Response.” Proceedings of the 2010 ASME PVP Conference, Division K, Paper 25919, Bellevue Washington, July 18-22, 2010. 6. ISG-01, DC/COL-ISG-01, “Seismic Issues Associated with High Frequency Ground Motion in Design Certification and Combined License Applications.” 7. ISG-017, DC/COL-ISG-17, “Ensuring Hazard-Consistent Seismic Input for Site Response and Soil Structure Interaction Analyses.’ 8. ISG-020, DC/COL-ISG-020, “Seismic Margin Analysis for New Reactors Based on Probabilistic Risk Assessment.” 9.