Comparison of Methods to Incorporate Site Response Analysis Results into Probabilistic Seismic Hazard Analysis

In this paper, multiple methods to use Seismic Site Response Analysis (SSRA) results to develop hazard-consistent site-specific hazard curves and/or uniform hazard spectra (UHS) are investigated and compared. Nonlinear SSRA results of a typical highimpedance site (9.1 m of soft soil over bedrock) in Victoria are utilized.

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