期刊文献+

基于EPA的重大工程设计地震动确定 被引量:12

Determination of Design Ground Motion Based on EPA for Vital Engineering Project
下载PDF
导出
摘要 根据第四代《中国地震动参数区划图》编制中采用有效峰值加速度 (EPA)的特点 ,结合概率性方法和确定性方法优点 ,建议了确定重大工程场点设定地震的原则和方法。该方法根据危险一致的原则选定最大贡献潜源 ,利用震级空间联合分布函数确定设定地震震级、震中距 ,最后根据震级、震中距和地震动衰减关系确定设计地震动反应谱。 Based on the characteristics of effective peak acceleration (EPA) compiled in the fourth China Ground Motion Parameter Zoning Map, combining with the good points of probability and determinacy methods, the principle and method for the supposed earthquake to determine the vital project site has been established. Based on the principle of risk-coherence, this method chooses the most contributive potential sources, utilizes the linking distribution function of magnitude space to determine the supposed magnitude and epicentral distance. Finally, the response spectra of ground motion of the supposed earthquake are determined by the magnitude, epicentral distance and attenuation relation of motion.
出处 《地震研究》 CSCD 北大核心 2004年第3期271-276,共6页 Journal of Seismological Research
基金 南开大学人事处科研启动经费资助 (P0 2 0 0 8)
关键词 设定地震 设计反应谱 震级空间联合分布函数 design earthquake, design response spectrum, magnitude-spatial composite function
  • 相关文献

参考文献6

  • 1[1]Robin K.McGuire and Kaye M.Shedlock (1981),Statistical Uncertainties in Seismic Hazard Evaluations in the United States,BSSA,71(4):1287-1308,August.
  • 2[2]Hiroyuki Kameda and Yutaka Ishikawa (1988),Extended Seismic Risk Analysis by Hazard consistent Magnitude and Distance,J.of JSCE,392(I-9):395-402,April (in Japanese).
  • 3[3]Yutaka Ishikawa and Hiroyuki Kameda (1994),Scenario Earthquakes vs Probabilistic Seismic Hazard,Structural Safety & Reliability,edited by Schuller,Shinozuka & Yao,Balkema,pp.2139-2146.
  • 4[4]Yutaka Ishikawa and Hiroyuki Kameda (1995),Hazard-consistent Magnitude and Distance for Extended Seismic Risk Analysis,Proc.of 9th WCEE,Vol.II,pp.89 - 94.
  • 5[5]Robin K.McGuire,probabilistic seismic hazard analysis and design earthquake:closing the loop,BSSA,Vol.85,No.5,pp.1275-1284,October,1995.
  • 6罗奇峰.概率一致设定地震及其估计方法[J].地震工程与工程振动,1996,16(3):22-29. 被引量:21

二级参考文献4

  • 1陶能付,同济大学学报,1994年,22卷,4期,493页
  • 2高孟潭,地震学报,1993年,16卷,3期,346页
  • 3团体著者,中国地震烈度区划图说明书,1990年
  • 4胡聿贤,地震工程学,1988年

共引文献20

同被引文献79

引证文献12

二级引证文献34

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部