Figure E-27. Computed Hazard for Peak Ground Acceleration And Response Spectral Accelerations At 0.2 And 1.0

Figure E-26 . Attenuation Curves Of Atkinson And Boore (1995) And EPRI (1993) for Peak Ground Acceleration at 1.0 Second Period.

Figure E-28. Contributions Of Components Of the ICR Source to The Hazard.

Seismic Design for Buildings - index
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Figure E-27

Computed hazard for peak ground acceleration and response spectral accelerations at 0.2 and 1.0

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