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Strong motion simulation by the composite source modeling: A case study of 1679 M8.0 Sanhe-Pinggu earthquake
引用本文:刘博研,史保平,张健.Strong motion simulation by the composite source modeling: A case study of 1679 M8.0 Sanhe-Pinggu earthquake[J].地震学报(英文版),2007,20(3):319-331.
作者姓名:刘博研  史保平  张健
作者单位:School of Earth Science Graduate University of Chinese Academy of Sciences,School of Earth Science Graduate University of Chinese Academy of Sciences,School of Earth Science Graduate University of Chinese Academy of Sciences,Beijing 100049 China,Beijing 100049 China,Beijing 100049 China
基金项目:Foundation item: The 0ne Hundred Individual Program of Chinese Academy of Sciences and National Natural Science Foundation of China (40574022). Acknowledgments Special thanks for the suggestions made from editors and critical reviews from anonymous. The source code was provided by Dr. Zeng from the USGS.
摘    要:In this study, a composite source model has been used to calculate the realistic strong ground motions in Beijing area, caused by 1679 MS8.0 earthquake in Sanhe-Pinggu. The results could provide us the useful physical parame-ters for the future seismic hazard analysis in this area. Considering the regional geological/geophysical background, we simulated the scenario earthquake with an associated ground motions in the area ranging from 39.3°N to 41.1°N in latitude and from 115.35°E to 117.55°E in longitude. Some of the key factors which could influence the characteristics of strong ground motion have been discussed, and the resultant peak ground acceleration (PGA) distribution and the peak ground velocity (PGV) distribution around Beijing area also have been made as well. A comparison of the simulated result with the results derived from the attenuation relation has been made, and a suf-ficient discussion about the advantages and disadvantages of composite source model also has been given in this study. The numerical results, such as the PGA, PGV, peak ground displacement (PGD), and the three-component time-histories developed for Beijing area, have a potential application in earthquake engineering field and building code design, especially for the evaluation of critical constructions, government decision making and the seismic hazard assessment by financial/insurance companies.

关 键 词:1679年  三河-平谷M8.0地震  复合震源模型  地面强烈运动  模拟
文章编号:1000-9116(2007)03-0319-12
收稿时间:2006-10-31
修稿时间:2007-02-26

Strong motion simulation by the composite source modeling: A case study of 1679 M 8.0 Sanhe-Pinggu earthquake
Liu Bo-yan , Shi Bao-ping and Zhang Jian.Strong motion simulation by the composite source modeling: A case study of 1679 M 8.0 Sanhe-Pinggu earthquake[J].Acta Seismologica Sinica(English Edition),2007,20(3):319-331.
Authors:Liu Bo-yan  Shi Bao-ping and Zhang Jian
Institution:(1) School of Earth Science, Graduate University of Chinese Academy of Sciences, Beijing, 100049, China
Abstract:In this study, a composite source model has been used to calculate the realistic strong ground motions in Beijing area, caused by 1679 M S8.0 earthquake in Sanhe-Pinggu. The results could provide us the useful physical parameters for the future seismic hazard analysis in this area. Considering the regional geological/geophysical background, we simulated the scenario earthquake with an associated ground motions in the area ranging from 39.3°N to 41.1°N in latitude and from 115.35°E to 117.55°E in longitude. Some of the key factors which could influence the characteristics of strong ground motion have been discussed, and the resultant peak ground acceleration (PGA) distribution and the peak ground velocity (PGV) distribution around Beijing area also have been made as well. A comparison of the simulated result with the results derived from the attenuation relation has been made, and a sufficient discussion about the advantages and disadvantages of composite source model also has been given in this study. The numerical results, such as the PGA, PGV, peak ground displacement (PGD), and the three-component time-histories developed for Beijing area, have a potential application in earthquake engineering field and building code design, especially for the evaluation of critical constructions, government decision making and the seismic hazard assessment by financial/insurance companies. Foundation item: The One Hundred Individual Program of Chinese Academy of Sciences and National Natural Science Foundation of China (40574022).
Keywords:composite source model  synthetic ground motion  seismic hazard analysis
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