Figure E-17. Mean, 5th, and 95th percentile hazard curves for the site for peak acceleration

Table E-1. Dispersion Relationships For Horizontal Rock Motion From The Attenuation Relationships of Sadigh et al.(1993)

Figure E-18. Contributions of Various Sources to Mean Hazard At The Site.

Seismic Design for Buildings - index
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Mean, 5th, and 95th percentile hazard curves for the site for peak acceleration and 5 percent-da

Figure E-17

accelerations at periods of 0.3 and 3.0 seconds.

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