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采用随机有限断层法生成最大可信地震 被引量:12

Generation of the maximum credible earthquake by using the stochastic finite fault method
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摘要 本文依据基于地震学理论合成地震动的随机方法和能够细致描述震源复杂性的有限断层模型,采用随机有限断层法直接生成最大可信地震。重点比较了随机有限断层法的静拐角频率和动拐角频率理论,开发基于静拐角频率方法的Fortran程序SFFMSIM,作为对比,引进了动拐角频率程序EXSIM。选用1994年Northridge地震数据检验本文采用的随机有限断层模拟方法和程序。最后以大岗山水电站工程为例,采用随机有限断层法生成磨西断裂发震时工程场址可能产生的最大可信地震的加速度时程曲线。结果显示:随机有限断层法合成时程的放大系数谱均值与80条基岩记录平均谱的一致性较好。预测震源位错分布形式未知的地震时,动拐角频率和静拐角频率方法的模拟结果有差异。 On account of the stochastic method of ground motion simulation based on seismology theory and the finite fault source model which can describe the complexity of the earthquake source accurately, the stochastic finite fault method is applied directly to generate the maximum credible earthquake. Two theories of the stochastic finite fault method, including the static comer frequency theory and dynamic comer frequency theory, are compared. According to the static comer frequency theory, a Fortran program SFFMSIM is developed, while EXSIM, a program based on the dynamic comer frequency theory, is introduced for comparison. The stochastic finite fault method and procedures of simulating ground motions used in this paper are validated against strong motion data of 1994 Northridge earthquake. Finally, taking the Dagangshah hydropower for example, the artificial accelerograms of the maximum credible earthquake generated from the rupture of Moxi fault and recorded at the dam site are simulated by the stochastic finite fault method. The results show that the average values of the strong-motion amplification factors produced by the stochastic finite fault method and those derived from 80 real rock accelerograms are in good agreement. There are some differences between strong motions simulated by the static comer frequency method and dynamic comer frequency method when the slip distribution on the causative fault is unknown.
出处 《水利学报》 EI CSCD 北大核心 2011年第6期721-728,共8页 Journal of Hydraulic Engineering
基金 国家自然科学基金重点项目(90510017) 地震行业科研专项(200808008) 水利部公益性行业科研专项(200901054) 国家科技支撑计划(2008BAB29B03)
关键词 随机有限断层法 最大可信地震 静拐角频率 动拐角频率 大岗山水电站工程 Stochastic finite fault method maximum credible earthquake static comer frequency dynamic comer frequency Dagangshan hydropower project
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参考文献15

  • 1陈厚群,徐泽平,李敏.汶川大地震和大坝抗震安全[J].水利学报,2008,39(10):1158-1167. 被引量:82
  • 2Boore D M . Simulation of ground motion using the stochastic method [J] . Pure and Applied Geophysics, 2003, 160: 635-676. 被引量:1
  • 3Beresnev I A, Atkinson G M. Stochastic finite-fauh modeling of ground motions from the 1994 Northridge, California, earthquake, I. Validation on rock sites [J] . Bulletin of the Seismological Society of America, 1998, 88 (6) : 1392-1401. 被引量:1
  • 4Beresnev I A, Atkinson G M . Generic finite fault model for ground motion prediction in eastern North America [ J ] . Bulletin of the Seismological Society of America, 1999, 89 (3) : 608-625. 被引量:1
  • 5Beresnev I A, Atkinson G M. Modeling finite-fauh radiation from the w spectrum[J] . Bulletin of the Seismological Society of America, 1997, 87( 1 ) : 67-84. 被引量:1
  • 6Beresnev I A, Atkinson G M. Source parameters of earthquakes in eastern and western north America based on finite-fault modeling[ J ] . Bulletin of the Seismological Society of America, 2002, 92(2) : 695-710. 被引量:1
  • 7Motazedian D, Atkinson G M. Stochastic finite-fault modeling based on a dynamic corner frequency[J] . Bulletin of the Seismological Society of America, 2005, 95 (3) : 995-1010. 被引量:1
  • 8王海云,陶夏新.近场强地震动预测中浅源地震的Asperity模型特征[J].哈尔滨工业大学学报,2005,37(11):1533-1539. 被引量:19
  • 9王国新..强地震动衰减研究[D].中国地震局工程力学研究所,2001:
  • 10Wald D J, Heaton T H, Hudnut K W. The slip history of the 1994 Northridge, California, earthquake deter- mined from strong-motion, teleseismic, GPS, and leveling data [J]. Bulletin of the Seismological Society of America, 1996, 86: S49-S70. 被引量:1

二级参考文献26

  • 1HARTZELL S H, MENDOZA C. Application of an iterative least -squares waveform inversion of strong motion and teleseismic records to the 1978 Tabas, Iran, earthquake[J]. Bull Seism Soc Am, 1991, 81:305 -331. 被引量:1
  • 2MENDOZA C. Coseismic slip of two large Mexican earthquakes from teleseismic body waveforms: Implications for asperity interaction in the Michoacan plate boundary segment[J]. J Geophys Res, 1993, 98:8197 -8210. 被引量:1
  • 3MEBDOZA C, HARTZELL S H. Inversion for slip distribution using GDSN p wave: North Palm Springs, Borah Peak, and Michocan earthquake [ J ]. Bull Seism Soc Am, 1988, 78: 1092 - 1111. 被引量:1
  • 4HARTZELL S H, LANGER C, MENDOZA C. Rupture histories of eastern North American earthquake [ J ].Bull Seism Soc Am, 1994, 84:1703 -1724. 被引量:1
  • 5WALD D J, HEATON T H, KUDNUT K W. The slip history of the1994 Northridge, California earthquake determined from strong motion, teleseismic, GPS, and leveling data[J]. Bull Seism Soc Am, 1996, 86:S49- S70. 被引量:1
  • 6MENDOZA C, HARTZELL S. Fault- slip distribution of the 1995 Colima - Jalisco, Mexico, earthquake[ J].Bull Seis Soc Am, 1999, 89(5): 1338 -1344. 被引量:1
  • 7YAGI Y, KIKUCHI M, YOSHIDA S, et al. Comparison of the coseismic rupture with the aftershock distribution in the Hyuga- nada earthquakes of 1996[ J]. Geophys Res Lett, 1999, 26:3161 -3164. 被引量:1
  • 8HERMANDEZ B, SHAPIRO N M, SINGH S K, et al.Rupture History of September 30, 1999 Intraplate Earthquake of Oaxaca, Mexico ( Mw = 7.5 ) from Inversion of Strong - Motion Data [ J ]. Geophys Res Lett,2001,28: 363 - 366. 被引量:1
  • 9WALD D J, SOMERVILLE P G. Variable slip rupture model of the great 1923 Kanto, Japan earthquake: geodetic and body waveform analysis [ J ]. Bull Seism Soc Am, 1995, 85:159-177. 被引量:1
  • 10HARTZELL S H. Comparison of seismic waveform inversion techniques for the rupture history of a finite fault: application to the 1989 North Palm Springs, California, earthquake [ J]. J Geophys Res, 1989, 94:7515 - 7534. 被引量:1

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