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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:对马尔马拉地区周边各个地点的现实时间历史评估旨在为基于性能的地震设计,危险或风险管理研究提供可靠的输入,并开发新的地震标准。在建模复杂地质结构方面,已经评估了经验绿色的函数方法和基于地震破裂的基于物理的应用的适用性。本文有两个主要目标。第一个是在马尔马拉地区记录的五个中等大小地震(M-W近似值)。通过“基于物理的”地震破裂解决方案,评估了三种组分的一系列合成地面运动波形。仿真方法是基于对碰宾和武力的研究(J Geophys Res 95:1187-1214,1990),赫跟(Seismol Soc AM 81:88-121,1991; Seismol Soc AM 84:1028-1050,1994), Hutchings等人。 (Geophymy J int 168:569-680,2007)和Scognamiglio和Hutchings(Tectonophysics 476:145-158,2009)。对于每种地震,我们通过使用由Monte Carlo方法产生的500种不同的破裂场景来计算合成地震图,该方法在基于地震发生地发生地震的先验知识的范围内选择参数。第二个目的是用真正的地震图验证合成地震图。为了提高工程观点来改善合成地震图的可信度,遵循安德森(第13届世界地震工程,温哥华,2003年)的方法。该方法提出了基于拟合测量地面运动特性的质量的平均值的相似性得分,并使用套件测量。为了计算拟合的良好,将十种不同的地面运动参数与0到100的等级进行比较,其中100表示​​完美的协议。因为该方法产生了源头和现场特定的合成地面运动时间历史,以及获得的拟合的良好分数

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