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京津唐地区地震灾害和危险性评估
引用本文:刘静伟,王振明,谢富仁.京津唐地区地震灾害和危险性评估[J].地球物理学报,2010,53(2):318-325.
作者姓名:刘静伟  王振明  谢富仁
作者单位:1.中国地震局地质研究所,北京 100029;2.美国肯塔基州地质调查局,列克星顿,肯塔基州 40506;3.中国地震局地壳应力研究所,北京 100085
基金项目:国家科技支撑课题(2006BAC13B01)"强震危险区划关键技术研究"资助 
摘    要:利用我国京津唐地区500年以来记录较完整的历史地震烈度资料,尝试进行了地震灾害与危险性分析,以提供制定抗震设防基本参数或烈度的参考.首先,我们用ArcGIS把这些历史烈度资料进行了数字化,并把研究区分成 0.1°×0.1°的小方格.然后,我们对烈度资料进行了统计分析,得到每个小方格的地震烈度-频度关系(即灾害曲线).最后,基于地震发生遵从泊松分布的假定,利用灾害曲线估算了京津唐地区的地震风险,即在未来一段时间内(如 50年)该地区遭受某一地震烈度(如Ⅶ,Ⅷ,或Ⅸ度)的超越概率.同时,我们还估算了50年超越概率10%所对应的地震烈度,如:北京为Ⅸ,天津为Ⅸ,唐山为≥Ⅸ,保定为Ⅷ,廊坊为Ⅸ.研究结果表明,京津唐地区有较高的地震危险性,现行的抗震设防要求可能偏低.

关 键 词:地震烈度  灾害曲线  地震危险性评估  
收稿时间:2009-06-25
修稿时间:2010-01-06

Seismic hazard and risk assessments for Beijing-Tianjin-Tangshan area, China
LIU Jing-Wei,WANG Zhen-Ming,XIE Fu-Ren.Seismic hazard and risk assessments for Beijing-Tianjin-Tangshan area, China[J].Chinese Journal of Geophysics,2010,53(2):318-325.
Authors:LIU Jing-Wei  WANG Zhen-Ming  XIE Fu-Ren
Institution:1.Institute of Geology, China Earthquake Administration, Beijing 100029, China;2.Kentucky Geological Survey, Lexington, Kentucky 40506, USA;3.Institute of Crustal Dynamics, China Earthquake Administration, Beijing 100085, China
Abstract:This paper attempts to analyze seismic hazard and risk in Beijing-Tianjin-Tangshan, China, area from 500-year intensity observations, and to provide the basic parameters or intensities for seismic design and other mitigation considerations. First, we digitized the intensity observations (maps) using ArcGIS with a cell size of 0. 1 degree×0. 1 degree. Second, we performed a statistical analysis on the digitized intensity data and derived intensity-frequency relationship (hazard curve) for each cell. Finally, we estimated seismic risk in terms of a probability that intensity exceeds Ⅶ,Ⅷ, or IX in a certain periods (I. E. , 50years) based on the assumption of a Poisson distribution for earthquake occurrence. We also estimated the corresponding intensity with 10 percent probability of exceedance in 50 years. The results shows that the area has high seismic risk and the current design requirement for the area may be not adequate.
Keywords:Seismic intensity  Hazard curve  Seismic risk assessment
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