Abstract

The Taiwan Earthquake Model (TEM) was established to assess the seismic hazard and risk for Taiwan by considering the social and economic impacts of various components from geology, seismology, and engineering. This paper gives the first version of TEM probabilistic seismic hazard analysis for Taiwan in these aspects. We named it TEM PSHA2015. The model adopts the source parameters of 38 seismogenic structures identified by TEM geologists. In addition to specific fault sourcebased categorization, seismic activities are categorized as shallow, subduction intraplate, and subduction interplate events. To evaluate the potential ground-shaking resulting from each seismic source, the corresponding ground-motion prediction equations for crustal and subduction earthquakes are adopted. The highest hazard probability is evaluated to be in Southwestern Taiwan and the Longitudinal Valley of Eastern Taiwan. Among the special municipalities in the highly populated Western Taiwan region, Taichung, Tainan, and New Taipei City are evaluated to have the highest hazard. Tainan has the highest seismic hazard for peak ground acceleration in the model based on TEM fault parameters. In terms of pseudo-spectral acceleration, Tainan has higher hazard over short spectral periods, whereas Taichung has higher hazard over long spectral periods. The analysis indicates the importance of earthquake-resistant designs for low-rise buildings in Tainan and high-rise buildings in Taichung.

Highlights

  • Probabilistic seismic hazard analysis (PSHA; Cornell 1968) determines the probability of exceedance (PoE) of various levels of ground motion over a specified period

  • We provide a primary version of PSHA with the 38 seismogenic structures in this study

  • The hazard maps suggest that regions near faults with high maximal magnitudes or short recurrence intervals have high seismic hazards, such as the regions near the Chungchou structure (ID 23), Hengchun fault (ID 30), Milun fault (ID 32), and Longitudinal Valley fault (ID 33) (Fig. 3a)

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Summary

Introduction

Probabilistic seismic hazard analysis (PSHA; Cornell 1968) determines the probability of exceedance (PoE) of various levels of ground motion over a specified period. It serves as a key reference in mitigating seismic risk, developing building code legislation, selecting sites for public and private infrastructure and calculating insurance premiums. Cheng (2002) and Cheng et al (2007, 2015) revised the hazard map using a more precise seismogenic source classification and adopted specific attenuation relationships for different sources These studies provided reliable seismic hazard assessment by deaggregating data variance and treated parameter uncertainties using logic trees

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