A Simplified Method for Performing Vector-Valued Probabilistic Seismic Hazard Analysis

Author:

Li Bo12ORCID,Cai Zhen3ORCID

Affiliation:

1. 1School of Civil and Environmental Engineering, Harbin Institute of Technology Shenzhen, Shenzhen, Guangdong, China

2. 2Department of Civil and Environmental Engineering, University of Waterloo, Waterloo, Ontario, Canada

3. 3Construction Research Centre, National Research Council Canada, Ottawa, Canada

Abstract

ABSTRACT For a seismic risk analysis, the seismic hazard results are usually combined with fragility functions to calculate the probability of seismic losses. Because vector-valued ground-motion intensity measures (IMs) are increasingly used by researchers and practicing engineers to evaluate fragility functions, seismic hazard calculations in terms of vector-valued IMs are required, which are determined by vector-valued probabilistic seismic hazard analysis (PSHA). However, the large computational cost associated with vector-valued PSHAs impedes the application of vector-valued IMs in performing a seismic risk analysis. The study presents a simplified method for conducting vector-valued PSHAs. This simplified method is developed using proposed equivalent earthquakes that are derived from conventional seismic hazard deaggregation. Formulas for performing vector-valued PSHAs using the simplified method are also proposed. Based on a numerical example, this study demonstrates the accuracy and efficiency of the proposed method.

Publisher

Seismological Society of America (SSA)

Subject

Geochemistry and Petrology,Geophysics

Reference37 articles.

1. Vector-valued intensity measures incorporating spectral shape for prediction of structural response;Baker;J. Earthq. Eng.,2008

2. Seismic Hazard and Risk Analysis

3. Vector-valued probabilistic seismic hazard analysis (PSHA);Bazzurro,2002

4. Efficient approach to vector-valued probabilistic seismic hazard analysis of multiple correlated ground-motion parameters;Bazzurro,2009

5. Comparing vector-valued intensity measures for fragility analysis of steel frames in the case of narrow-band ground motions;Bojórquez;Eng. Struct.,2012

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