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Page Title: Figure 2-4. Example Design/Evaluation Earthquake Ground Motion Response Spectrum
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DOE-STD-1020-2002
Figure 2-4. Example Design/Evaluation Earthquake Ground Motion
Response Spectrum
For systems and components, seismic design forces are accounted as per
the IBC 2000 provisions.
If a recent site-specific seismic hazard assessment is available, it can be
used subject to limitations imposed in the IBC 2000. For evaluation of
SSCs using site specific hazard analysis, the design shall be based on 5%
critical damping as recommended by the IBC 2000. Final earthquake loads
are subject to approval by DOE.
For structures, response modification coefficients, R, and for systems and
components RP are given in IBC 2000
Combine responses from various loadings (DNS and DSI) to evaluate
demand, DTI, by code specified load combination rules (e.g., load factors
for ultimate strength design or applicable load factors for allowable stress
design).
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