REGULATORY GUIDE NO - mass 2025

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ing to the Lindley-Yow method, all rigid modes have acceleration SZPA. This acceleration is given to the whole structure. The static load cases are thus just pure gravity loads, but scaled by SZPA instead of the acceleration of gravity.
975-Year Return Period Earthquake Event Level means the earthquake event level at which there is a low chance of an earthquake event during the design life of the applicable structure, with ground motion inputs corresponding to a 975-year return period.
This method, which is often called complete quadratic combination (CQC), is similar to the previous double sum method. The general expression contains modal damping values. Given that a single damping value is used here, the mode correlation expression can be simplified to. (3-130) Absolute Value Sum.
The 100-40-40 percent rule was originally proposed as a simple way to estimate the maximum expected response of a structure subject to three-directional seismic loading for response spectrum analysis, and is the only alternative method for spatial combination that has received any significant attention in the nuclear
Equivalent Lateral Force (ELF) Analysis Response Spectrum Analysis are types of linear elastic analysis but the difference is, one is static analysis while the other is dynamic analysis. ELF analysis is based on an assumption of static cantilever beam.
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The Regulatory Guide series provides guidance to licensees and applicants on implementing specific parts of the NRCs regulations, techniques used by the NRC staff in evaluating specific problems or postulated accidents, and data needed by the staff in its review of applications for permits or licenses.

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