Document: NUREG-0800
Document ID: 7c104096-d040-463a-a94b-a0af08ab3478
Document Type: srp
Title: DYNAMIC TESTING AND ANALYSIS OF SYSTEMS, STRUCTURES, AND
Source: NUREG-0800
Source URL: https://www.nrc.gov/docs/ML0702/ML070230008.pdf
Revision Date: 2023-06
Chapter: 3
Section ID: 3.9.2
CFR Part: 
CFR Title: 

Content:
trictions. 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. 3.9.2-8 Revision 3 - March 2007 Review Interfaces Other SRP sections interface with this section as follows: 1. Some of the computer programs used in the analyses addressed in this SRP section are reviewed under SRP section 3.9.1. Computer programs and modeling approaches used to calculate dynamic and stress responses of structures and systems at frequencies above those of seismic events are reviewed according to the acceptance criteria described in subsection II.3 of this SRP section. 2. The designs of ASME Code Classes 1, 2, and 3 components, component supports, and core support structures are reviewed under SRP Section 3.9.3. 3. The design of reactor vessel internal components is reviewed under SRP Section 3.9.5. 4. The seismic qualification testing of Seismic Category I mechanical equipment is reviewed under SRP sections 3.10. 5. Verification on request that (i) the various flow modes to be used to conduct the vibration test of the reactor internals represent the steady-state and operational transient conditions anticipated for the reactor during its service, and that (ii) an acceptable hydraulic analysis has determined the loads acting on the reactor coolant system piping and the reactor internals is performed under SRP Section 4.4. 6. Review of applications that propose to eliminate consideration of design loads of the dynamic effects of pipe rupture is performed under SRP Section 3.6.3. 7. Review of the applicant’s determination of the number of earthquake cycles to be