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首页> 外文期刊>Bulletin of earthquake engineering >Physically based ground motion prediction and validation: a case study medium-size magnitude Marmara Sea earthquakes
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Physically based ground motion prediction and validation: a case study medium-size magnitude Marmara Sea earthquakes

机译:基于物理的地面运动预测和验证:案例研究中等大小的Marmara海地震

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The evaluation of realistic time histories for various locations around Marmara Region is aimed to provide reliable input for performance-based seismic design, hazard or risk management studies and developing new seismic standards. The applicability of empirical Green's functions methodology and physics-based solution of earthquake rupture have been assessed in terms of modeling complex geologic structures. This paper has two main objectives. The first one is to simulate five medium-size magnitude earthquakes (M-w approximate to 5.0) recorded in the Marmara Region. A series of synthetic ground motion waveforms for three components are evaluated with a 'physics-based' solution of earthquake rupture. The simulation methodology is based on the studies of Hutchings and Wu (J Geophys Res 95:1187-1214, 1990), Hutchings (Seismol Soc Am 81:88-121, 1991; Seismol Soc Am 84:1028-1050, 1994), Hutchings et al. (Geophys J Int 168:569-680, 2007), and Scognamiglio and Hutchings (Tectonophysics 476:145-158, 2009). For each earthquake, we calculate synthetic seismograms by using 500 different rupture scenarios that are generated by Monte Carlo method for a selection of parameters within a range based on prior knowledge of where the earthquakes will occur. The second objective is to validate synthetic seismograms with real seismograms. To improve the credibility of synthetic seismograms from an engineering point of view, the methodology presented by Anderson (in 13th world conference on earthquake engineering, Vancouver, 2003) is followed. This methodology proposes a similarity score based on averages of the quality of fit measuring ground motion characteristics and uses a suite of measurements. In order to compute goodness of fit, ten different ground motion parameters were compared on a scale from 0 to 100, where 100 means perfect agreement. Because the methodology produces source- and site-specific synthetic ground motion time histories, and the goodness-of-fit scores of obtained s
机译:对马尔马拉地区各地的实际时程进行评估,旨在为基于性能的抗震设计、危险或风险管理研究以及制定新的抗震标准提供可靠的输入。从模拟复杂地质结构的角度,评估了经验格林函数方法和基于物理的地震破裂解的适用性。本文有两个主要目标。第一个是模拟马尔马拉地区记录的五次中等规模地震(M-w约为5.0)。利用地震破裂的“基于物理的”解决方案,对三个分量的一系列合成地震动波形进行了评估。该模拟方法基于对Hutchings和Wu(Geophys Res 95:1187-12141990)、Hutchings(Seismol Soc Am 81:88-121991;Seismol Soc Am 84:1028-10501994)、Hutchings等人(Geophys J Int 168:569-6802007)以及Scognamiglio和Hutchings(构造物理学476:145-1582009)的研究。对于每一次地震,我们通过使用500种不同的破裂情景来计算合成地震图,这些破裂情景是通过蒙特卡罗方法生成的,用于根据地震发生地点的先验知识在一定范围内选择参数。第二个目标是用真实地震图验证合成地震图。为了从工程角度提高合成地震图的可信度,遵循安德森(2003年温哥华第13届世界地震工程会议)提出的方法。该方法基于测量地面运动特征的拟合质量平均值,提出了一个相似性分数,并使用了一组测量值。为了计算拟合优度,在0到100的范围内比较了10个不同的地震动参数,其中100表示完全一致。因为该方法会产生特定于震源和场地的合成地震动时程,以及获得的地震记录的拟合优度分数

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