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Evaluation of hard rock spectral models for the Taiwan region on the basis of the 1999 Chi-Chi earthquake data

机译:基于1999年集集地震数据评估台湾地区硬岩光谱模型

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We analyze the ability of different spectral models to describe the frequency content of ground motion during the 1999 Chi-Chi earthquake (M_W = 7.6, Taiwan) and two large (M_L = 6.8) aftershocks. The spectral models evaluated include the one-corner model of Brune applied with various key parameters (seismic moment and stress drop), and the two-corner-frequency models proposed for eastern North America [Bull. Seismol. Soc. Am. 83 (1993) 1778] and California [Bull. Seismol. Soc. Am. 90 (2000) 255]. The ground-motion spectra predicted by these spectral models for hypothetical very hard rock site were compared with the Chi-Chi earthquake data obtained on rock (class B) and soft rock or very dense soil (class C) sites. The approach also allows us evaluating the generalized empirical amplification function for class B and C sites in the region. It has been found that, the amplitude spectra of recorded ground acceleration (the mainshock and aftershocks) for frequencies larger than 0.3-0.4 Hz agree with the modelled two-corner-frequency spectra calculated using the model proposed for California. The single-corner-frequency model also provides a good agreement with the observations when using so-called 'short-period seismic moment' [Phys. Earth Planet. Interiors 37 (1985) 108] instead of the reported values obtained from long-period waves. The key parameters used in the single-corner model coincide with parameters of subsources evaluated for the complicated mainshock source. Therefore, it is possible to confirm the suggestion that the short-period seismic waves, at least for the thrust earthquakes, are generated mainly from the fracture of small-scale heterogeneities. The use of two-corner-frequency source model for earthquake spectrum that is based on long-period seismic moment value is equivalent, for frequencies larger than 0.3-0.4 Hz, to the use of single-corner-frequency model that is based on the parameters of major subsource.
机译:我们分析了不同频谱模型描述1999年集集地震(M_W = 7.6,台湾)和两次大地震(M_L = 6.8)余震期间地面运动频率含量的能力。评估的频谱模型包括应用了各种关键参数(地震矩和应力降)的Brune的一角模型,以及为北美东部提议的二角频率模型[Bull。Chem。,2003,6,3,4]。地震Soc。上午。 83(1993)1778]和加利福尼亚[Bull。地震Soc。上午。 90(2000)255]。将这些光谱模型预测的假设超硬岩石场地的地震动光谱与在岩石(B类)和软岩石或非常稠密的土壤(C类)场地获得的集集地震数据进行了比较。该方法还允许我们评估该区域中B类和C类位点的广义经验放大函数。已经发现,对于大于0.3-0.4 Hz的频率,记录的地面加速度(主震和余震)的振幅谱与使用为加利福尼亚提议的模型计算的模拟的两角谱一致。当使用所谓的“短周期地震矩”时,单角频率模型也与观测值有很好的一致性。地球行星。 Interiors 37(1985)108]代替了从长周期波获得的报告值。单角模型中使用的关键参数与为复杂的主震源评估的子源参数一致。因此,可以确认至少对于推力地震而言,短周期地震波主要是由小尺度非均质性破裂产生的。对于频率大于0.3-0.4 Hz的频率,基于长周期地震矩值的双角频率源模型的使用等效于基于双角频率模型的单角频率模型的使用。主要子资源的参数。

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