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SOURCE CHARACTERIZATION FOR AN INLAND LARGE EARTHQUAKE AND NEAR-SOURCE STRONG GROUND MOTION SIMULATION

机译:内陆大地震和近源强大地面运动模拟的源表征

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We simulate strong ground motions during (be 1948 Fukui earthquake, Japan with the JMA magnitude 7.1 based on a heterogeneous souce model and the hybrid simulation technique. Most of the source models have been assumed to have uniform slip distribution on rectangular fault plane. Such models could generate ground motions only available longer than several seconds, underestimating shorter period motions (<1 sec) of engineering interest. We assume two source models of reverse (Model-1) and normal (Model-2) types with a heterogeneous slip distribution on fault plane based on the self-similar scaling relationships of seismic moment versus asperity areas and slips by [Somerville et al.,1999]. Simulations have been carried out by the hybrid scheme combined the 3-D Finite Difference Method with the stochastic simulation technique. Large ground motions from both models are spread over the Fukui basin, although peak velocity distributions are slightly difference each other. Areas over 30% collapse ratio during the Fukui earthquake correspond to those with peak velocity over 60 cm/sec for Model-1 and over 80 cm/sec for Model-2. The level of the peak velocity in the areas with more than 30% collapse ratio are estimated to be over 80 cm/sec based on the previous studies by [Moroi et al., 1998] and [Miyakoshi and Hayashi, 1998]. From this result and the comparison of pseudo velocity response spectral level with those within the damage belt during the 1995 Hyogo-ken Nanbu earthquake, we conclude that the damage distribution during the Fukui earthquake is well explained by strong ground motions simulated for Model-2 combined the normal fault model by [Kikuchi et al., 1999] with a standardized heterogeneous source model developed by [Somerville et al.,1999].
机译:我们模拟期间(是1948年福井地震,日本与基于异构烃源模型JMA 7.1级和混合仿真技术,大部分源模型已被认为对矩形断层面上均匀滑动分布强地面运动。这样的模型可能产生的地面运动仅可长于几秒钟,低估工程兴趣的更短的周期运动(<1秒)。我们假设反向(型号1)和正常(型号-2)类型的两个源模型与异构滑动分布故障基于地震矩与凹凸区域的自相似的缩放关系平面和由打滑[萨默维尔等人,1999]。模拟已经被混合方案组合的3-d的有限差分方法的随机模拟技术进行从两个模型的大型地面运动分布在福井盆地,虽然峰值速度分布略有区别彼此。地区超过30%科拉福井地震对应于那些具有峰值速度超过60厘米/秒为模型-1和超过80厘米/秒为模型2中PSE比。峰值速度在所述区域具有超过30%塌陷比的水平估计为超过80厘米/秒基于由[诸井等人,1998]和[宫腰和林,1998]以往的研究。从这个结果及伪速度响应频谱电平与1995兵库县南武地震期间的那些损害带内的比较,我们得出结论,福井地震期间的损伤分布以及由模拟型号-2结合强地面运动解释由正常故障模型[Kikuchi等人,1999]与由开发的标准化异构源模型[萨默维尔等人,1999]。

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