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Sensitivity of the strong ground motion time histories to a finite source model: A case study for the January 12, 2010 Haiti earthquake (M_w=7.0)

机译:强地面运动时间历史对有限源模型的敏感性:以2010年1月12日海地地震(M_w = 7.0)为例

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摘要

We analyze the waveforms generated by the January 12, 2010 Haiti earthquake (M_w=7.0) for its source characteristics. A 60 to 25 km source model is retrieved by the Kikuchi and Kanamori finite source inversion technique that uses broadband teleseismic body wave records. The derived rupture model points out unilateral rupture propagation commenced at the eastern side of the fault plane where the major seismic moment release occurred. The rupture front propagated westward and terminated at a site where the largest aftershocks occurred. Our estimates yield a seismic moment of M_o=8.17 × 10~(19) N m released on a 60 km-long fault plane. A patch at the eastern side of the ruptured fault plane inferred as a region of maximum moment release. We also simulated the strong ground motion time histories recorded during the earthquake using the modified version of the stochastic modeling technique (FINSIM). In this technique, the finite-fault plane is subdivided into subfaults, and each element is assigned a stochastic co~2 spectrum. In the modified version, a time axes for time differences between wave onsets at different seismic stations is added, and the stimulation and propagation of the compressional waves is considered. The optimal size of subfaults is selected as a function of the earthquake magnitude. The ground motion waveforms recorded at the nearest station to the epicenter (SDDR) are used in the comparisons. We tested two models: one with a fault plane size from 60 to 25 km, and a second model with a fault plane size of 35-25 km. A good agreement is found between time histories, response spectra of the simulated and the observed data using the model with a fault plane size of 60-25 km. In addition, peak ground acceleration (PGA) distribution obtained by modified version of FINSIM is compared with PGA distribution obtained by USGS ShakeMap for Port-au-Prince and circumferences.
机译:我们分析了2010年1月12日海地地震(M_w = 7.0)产生的波形的震源特征。 Kikuchi和Kanamori有限源反演技术检索了60至25 km的震源模型,该技术使用宽带远震体波记录。推导的破裂模型指出,单侧破裂传播始于断层平面的东侧,发生了主要的地震矩释放。破裂前沿向西传播,并终止于发生最大余震的地点。我们的估计产生了在60 km长的断层平面上释放的M_o = 8.17×10〜(19)N m的地震矩。断裂断层平面东侧的一块被认为是最大力矩释放区域。我们还使用改进的随机建模技术(FINSIM)模拟了地震期间记录的强地面运动时间历史。在该技术中,将有限故障平面细分为多个子故障,并且为每个元素分配了随机的co〜2谱。在修改后的版本中,增加了不同地震台站波起始之间时间差的时间轴,并考虑了压缩波的激励和传播。选择子故障的最佳大小作为地震震级的函数。在比较中使用了距震中(SDDR)最近的站点记录的地面运动波形。我们测试了两种模型:一种模型的断面尺寸为60至25 km,另一种模型的断面尺寸为35-25 km。使用断层平面尺寸为60-25 km的模型,可以在时间历史,模拟的响应谱和观察到的数据之间找到良好的一致性。此外,将FINSIM修改版获得的峰值地面加速度(PGA)分布与USGS ShakeMap获得的太子港和周边地区的PGA分布进行了比较。

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  • 来源
    《Soil Dynamics and Earthquake Engineering》 |2011年第11期|p.1441-1451|共11页
  • 作者单位

    Bogazici University Kanditli Observatory and Earthquake Research Institute Department of Geophysics 81220 Cengelkoy Istanbul Turkey;

    Bogazici University Kandilli Observatory and Earthquake Research Institute Department of Earthquake Engineering 81220 Cengelkoy Istanbul Turkey;

    Istanbul University Department of Geophysics Avcilar Istanbul Turkey;

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