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Bulletin of the Seismological Society of America; August 2003; v. 93; no. 4; p. 1841-1846; DOI: 10.1785/0120020206
© 2003 Seismological Society of America
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Short Note

Site-Specific Seismic-Hazard Analysis that is Completely Probabilistic

Chris H. Cramer

U.S. Geological Survey
3876 Central Avenue, Suite 2
Memphis, Tennessee 38152-3050

Manuscript received 8 October 2002.

When a site-specific probabilistic ground-motion estimate is required, the full site-amplification distribution should be used instead of a single deterministic median value. A probabilistic methodology using site-amplification distributions to modify rock ground-motion attenuation relations into site-specific relations prior to calculating seismic hazard has been developed and applied at two selected sites in the central United States: Memphis, Tennessee, and Paducah, Kentucky. The use of a completely probabilistic approach can make about a 10% difference in ground-motion estimates over simply multiplying a bedrock probabilistic ground motion by a median site-amplification factor at a 1 in 2475 annual probability of exceedance and even larger differences at smaller probabilites of exceedance. The value of this approach is that a probabilistic answer incorporating the uncertainty in our knowledge of site amplification of ground motions can be calculated.




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