王国新

个人信息Personal Information

教授

博士生导师

硕士生导师

性别:男

毕业院校:中国地震局工程力学研究所

学位:博士

所在单位:水利工程系

学科:防灾减灾工程及防护工程. 结构工程. 水工结构工程

办公地点:建设工程学部综合实验4号楼

联系方式:0411-84707364

电子邮箱:gxwang@dlut.edu.cn

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Probabilistic seismic hazard analysis in Nepal

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论文类型:期刊论文

发表时间:2013-12-01

发表刊物:EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION

收录刊物:SCIE、CSCD、Scopus

卷号:12

期号:4

页面范围:577-586

ISSN号:1671-3664

关键字:seismic hazard assessment; peak ground acceleration; earthquake; Nepal Himalaya

摘要:The seismic ground motion hazard for Nepal has been estimated using a probabilistic approach. A catalogue of earthquakes has been compiled for Nepal and the surrounding region (latitude 26A degrees N and 31.7A degrees N and longitude 79A degrees E and 90A degrees E) from 1255 to 2011. The distribution of catalogued earthquakes, together with available geological and tectonic information were used to delineate twenty-three seismic source zones in Nepal and the surrounding region. By using the seismic source information and probabilistic earthquake hazard parameters in conjunction with a selected ground motion prediction relationship, peak ground accelerations (PGAs) have been calculated at bedrock level with 63%, 10%, and 2% probability of exceedance in 50 years. The estimated PGA values are in the range of 0.07-0.16 g, 0.21-0.62 g, and 0.38-1.1 g for 63%, 10%, and 2% probability of exceedance in 50 years, respectively. The resulting ground motion maps show different characteristics of PGA distribution, i.e., high hazard in the far-western and eastern sections, and low hazard in southern Nepal. The quantified PGA values at bedrock level provide information for microzonation studies in different parts of the country.