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Nonlinear Soil-Site Effects in Probabilistic Seismic-Hazard Analysis

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Date Published
December 2004
Authors
Carl A. Cornell
Paolo Bazzurro
Summary

This study presents effective probabilistic procedures for evaluating ground-motion hazard at the free-field surface of a nonlinear soil deposit located at a specific site.

Cited In
GPO
Appendix I

Bazzurro, P. and Cornell, C.A., 2004, Nonlinear soil-site effects in probabilistic seismic-hazard analysis: Bulletin of the Seismological Society of America, v. 94, p. 2110-2123.

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