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Synthesize of the 31st March 2006 (Mw 6.1) Silakhor Earthquake (Iran), using Empirical Green's Functions Method

机译:使用经验格林函数方法合成2006年3月31日(Mw 6.1)Silakhor地震(伊朗)

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The main objective of this paper is to simulate the acceleration time histories, during the Silakhor earthquake in Iran on 31 March 2006 (Mw 6.1). The two selected stations are sufficiently far away from the causative fault so as the observed time series have not been influenced by the near source effects such as directivity and fling step. The well known Empirical Green's function method (EGF) is used for modeling the source-path and site. The method and model parameters are discussed and the appropriateness of selected parameter values are shown. The performance of the selected model parameters are validated by comparing the simulated and observed strong motions data.Good agreement between the estimated strong motion time histories, in the form of Peak Ground Accelerations (PGAs) and elastic response spectra confirm the suitability of the model parameters including source, path and site parameters, consequently the efficiency of the method used for synthesizing ground motions. This model can be reliably used in hazard analysis of existing important structures in the Silakhor region.
机译:本文的主要目的是模拟2006年3月31日伊朗西拉霍地震(Mw 6.1)期间的加速时间历史。所选的两个台站距离引起故障的位置足够远,因此观察到的时间序列不受诸如指向性和猛冲阶跃之类的近源效应的影响。众所周知的经验格林函数方法(EGF)用于对源路径和站点进行建模。讨论了方法和模型参数,并显示了所选参数值的适当性。通过比较模拟和观察到的强运动数据来验证所选模型参数的性能。以峰值地面加速度(PGA)和弹性响应谱的形式估算的强运动时间历史之间的良好一致性证实了模型参数的适用性包括源,路径和站点参数,因此,用于合成地面运动的方法的效率。该模型可以可靠地用于Silakhor地区现有重要结构的危害分析。

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