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唐山地区震源模型及局部场地效应 被引量:1

SOURCE MODEL AND LOCAL SITE EFFECTS IN TANGSHAN AREA, CHINA
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摘要 本文利用唐山地区强震观测台网在过去几年中记录到的强震数据,采用震源,传播路径和局部场地效应分离方法和非线性曲线拟合技术,模拟了唐山地区的震源参数,计算了唐山地区的绝对局部场地效应。 A seismic observation array was deployed in Tangshan China. About sixty events in the range of magnitude from 2.2 to 5.9 were recorded in the past several years. By using the data of 10 events recorded at 8 stations the authors estimated the source parameters of a point source model by nonlinear curve-fitting technique for the observed S-wave displacement spectra and calculated the absolute local site effects in Tangshan area.
出处 《地震工程与工程振动》 CSCD 北大核心 1998年第4期23-29,共7页 Earthquake Engineering and Engineering Dynamics
基金 中日合作项目 中国地震局九五重点项目资助课题(95-05-02-03-04)
关键词 地震台 震源参数 场地效应 震源模型 唐山市 Seismic observation array, Source parameter, Local site effect, S-wave
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参考文献2

  • 1Koji Matsunnami,Proceeding of the Japan-China Joint Workshop on Prediction and Mitigation of Seismic Pisk in Urban Region,1997年
  • 2Zhang Wenbo,Site Amplification in Tanshan Area China A Comparison of Different Site-effect Estimation Methods,1997年

同被引文献17

  • 1尹力峰,王坚,高杰.地下管道的震害特征与研究概述[J].高原地震,2004,16(2):27-37. 被引量:9
  • 2于国友,何玉敖,梁建文.层状半空间场地对地震波的放大作用[J].天津大学学报,1993,26(4):79-85. 被引量:6
  • 3景立平,卓旭炀,王祥建.复杂介质对地震波传播的影响[J].岩土工程学报,2005,27(4):393-397. 被引量:12
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  • 6Eren Uckan. Lifeline Damage Caused in the 23 October (M=7.2) 2011 and 9 November (M=5.6) 2011, Van earthquake in Eastern Turkey[C]// International efforts in Lifeline earthquake Engineering, 51-58.
  • 7周锡元, 苏经宇. 烈度、震中距和场地条件对地面运动反应谱的影响[J].地震工程与工程振动, 1983, 3(2): 31-43.
  • 8Faccioli E, Vanini M, Frassine L. “Complex” Site Effects in Earthquake Ground Motion, Including Topography. In: Proc. 12th European Conference on Earthquake Engineering, London, 2002, September.
  • 9Haydar Arslan and Bilge Siyahi. Effect of nonlinearity on site response and ground motion due to earthquake excitation[J]. Bull. Eng. Geol. Environ., 2010, 69: 287-293.
  • 10Yang J, Yan X R. Factors affecting site response to multi-directional earthquake loading[J]. Engineering Geology, 2009, 107: 77-87.

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