Abstract:
In performance-based earthquake engineering (PBEE), evaluating the seismic performance (or seismic risk) of a structure at a designated site has gained major attention, especially in the past decade. One of the objectives in PBEE is to quantify the seismic reliability of a structure due to future random earthquakes at a site. For that purpose, probabilistic seismic demand analysis (PSDA) is utilized as a tool to estimate the mean annual frequency of exceeding a specified value of a structural demand parameter (e.g., interstory drift ratio).
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Publication date:
November 3, 2006
Publication type:
Technical Report
Citation:
Tothong, P., & Cornell, C. A. (2006). Probabilistic Seismic Demand Analysis Using Advanced Ground Motion Intensity Measures, Attenuation Relationships, and Near-Fault Effects, PEER Report 2006-11. Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA.
