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Analysis of Seismic Risk at an Engineering Site from Site Effect Seismic Intensity Data Using the Seismotectonic Method Taking Six Reservoir Dam Sites in Western Anhui as an Example
作者姓名:Zhang Jie  Wang Xingzhou  Shen Xiaoqi
作者单位:SeismologicalBureauofAnhuiProvince,Hefei230031,China
基金项目:ThisprojectwassponsoredbythekeyfoundationitemofseismicscientificresearchoftheSeismologicalBureauofAnhuiProvince (2 0 0 2 110 ),China
摘    要:The seismotectonic method is used to study the seismogenic structures and the maximum potential earthquake around an engineering site in order to determine the seismic risk at the site. Analysis of seismic risk from site effect seismic intensity data, in combination with regional seismo-geologieal data, using the seismotectonic method can provide a more reliable result. In this paper, taking the area of six reservoir dam sites in western Anhui as an example, we analyze the seismic risk from site effect seismic intensity data in combination with the seismotectonic conditions and find that P (I≥i) = 10% over 50 years. The result shows that the seismogenic structure and the maximum potential earthquake have a controlling effect on seismic risk from future earthquakes in the area around the site.

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Analysis of Seismic Risk at an Engineering Site from Site Effect Seismic Intensity Data Using the Seismotectonic Method-Taking Six Reservoir Dam Sites in Western Anhui as an Example
Zhang Jie,Wang Xingzhou,Shen Xiaoqi.Analysis of Seismic Risk at an Engineering Site from Site Effect Seismic Intensity Data Using the Seismotectonic Method Taking Six Reservoir Dam Sites in Western Anhui as an Example[J].Earthquake Research in China,2003,17(4):376-385.
Authors:Zhang Jie  Wang Xingzhou and Shen Xiaoqi
Institution:Seismological Bureau of Anhui Province, Hefei 230031, China;Seismological Bureau of Anhui Province, Hefei 230031, China;Seismological Bureau of Anhui Province, Hefei 230031, China
Abstract:The seismotectonic method is used to study the seismogenic structures and the maximum potential earthquake around an engineering site in order to determine the seismic risk at the site. Analysis of seismic risk from site effect seismic intensity data, in combination with regional seismo-geological data, using the seismotectonic method can provide a more reliable result. In this paper, taking the area of six reservoir dam sites in western Anhui as an example, we analyze the seismic risk from site effect seismic intensity data in combination with the seismotectonic conditions and find that P (I≥ i) = 10% over 50 years. The result shows that the seismogenic structure and the maximum potential earthquake have a controlling effect on seismic risk from future earthquakes in the area around the site.
Keywords:Engineering site  Effect seismic intensity  Seismogenic structure  Seismic risk
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