Document: NUREG-0800
Document ID: b4ade61d-9f1c-4bc7-b177-7b897cf49785
Document Type: srp
Title: -
Source: NUREG-0800
Source URL: https://www.nrc.gov/docs/ML1235/ML12353A354.pdf
Revision Date: 2023-06
Chapter: 3
Section ID: 3.7.2
CFR Part: 
CFR Title: 

Content:
ng the in- structure response spectra are reviewed to verify that they are in accordance with the acceptance criteria specified in subsection II.5 of this SRP section. If a direct generation method of analysis is used to develop the in-structure response spectra, its conservatism compared to that of a time history approach is reviewed. 6. Three Components of Earthquake Motion. The procedures by which the three components of earthquake motion are considered in determining the seismic response of SSCs are reviewed to determine compliance with the acceptance criteria of subsection II.6 of this SRP section. 7. Combination of Modal Responses. The procedures for combining modal responses are reviewed to determine compliance with the acceptance criteria of subsection II.7 of this SRP section. 8. Interaction of Non-Category I Structures with Category I SSCs. The design and analysis criteria for interaction of non-Category I structures with Category I SSCs are reviewed to ensure compliance with the acceptance criteria of subsection II.8 of this SRP section. 9. Effects of Parameter Variations on Floor Response Spectra. The seismic system analysis is reviewed to determine whether the analysis considered the effects of expected variations of structural properties, damping values, soil properties, and SSI on