Document: NUREG-0800
Document ID: 215ec1da-bdbb-48d3-b871-6010c1f4bc55
Document Type: srp
Title: SEISMIC SUBSYSTEM ANALYSIS REVIEW RESPONSIBILITIES
Source: NUREG-0800
Source URL: https://www.nrc.gov/docs/ML1319/ML13198A239.pdf
Revision Date: 2023-06
Chapter: 3
Section ID: 3.7.3
CFR Part: 
CFR Title: 

Content:
d. 5. Analysis Procedure for Damping. The information reviewed is similar to that described in Subsection I.13 of SRP Section 3.7.2 but as applied to seismic Category I subsystems. 6. Three Components of Design Ground Motion. The information reviewed is similar to that described in Subsection I.6 of SRP Section 3.7.2 but as applied to seismic Category I subsystems. 7. Combination of Modal Responses. The information reviewed is similar to that described in Subsection I.7 of SRP Section 3.7.2 but as applied to seismic Category I subsystems. 8. Interaction of Non-Seismic Category I Subsystems with Seismic Category I SSCs. The information reviewed is similar to that described in Subsection I.8 of SRP Section 3.7.2 but as applied to non-seismic Category I subsystems. 9. Multiply-Supported Equipment and Components with Distinct Inputs. The criteria and procedures for seismic analysis of equipment and components supported at different elevations within a building and between buildings with distinct inputs are reviewed. 10. Use of Equivalent Vertical Static Factors. The information reviewed is similar to that described in Subsection I.10 of SRP Section 3.7.2 but as applied to seismic Category I subsystems. 11. Torsional Effects of Eccentric Masses. The information reviewed is similar to that described in Subsection I.11 of SRP Section 3.7.2 but as applied to seismic Category I subsystems. 12. Seismic Category I Buried Piping, Conduits, and Tunnels. For seismic Category I buried piping, conduits, tunnels, and other subsystems, the seismic criteria and methods which consider characteristics of soil media, dynamic pressures, settlement due to earthquake and differential movements at support points, penetrations, and entry points into structures provided with anchors are reviewed. 3.7.3-3 Revision 4 – September 2013 13. Methods for Seismic Analysis of Seismic Category I Concrete Dams. The analytical methods and procedures that are used for seismic analysis of seismic Category