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首页> 外文期刊>Earthquake Engineering & Structural Dynamics >Ground-shaking mapping for a scenario earthquake considering effects of geological conditions: a case study for the 1995 Hyogo-ken Nanbu, Japan earthquake
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Ground-shaking mapping for a scenario earthquake considering effects of geological conditions: a case study for the 1995 Hyogo-ken Nanbu, Japan earthquake

机译:考虑地质条件影响的情景地震的地震动图:以1995年兵库县南部地震为例

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摘要

In order to examine the applicability of ground-shaking mapping techniques to a near-field earthquake, a peak ground velocity map of the 1995 Hyogo-ken Nanbu, Japan earthquake computed from seismic zoning methods that consider the effects of geological conditions is compared with the actual observed intensity map. When computing the ground-shaking map, the site amplification at each site is calculated in terms of the average shear-wave velocity of the ground estimated from the corresponding geomor-phological conditions. This map shows a relatively good agreement with the observed intensity map. However, the computations provide smaller values for certain disastrous areas of the earthquake, where the effects on ground motion of a deep, irregular underground structure have been reported. The effect of such structures on site response is examined implementing 2D FEM analyses, thereby being also incorporated into the method. Results considering the effect of the irregular underground structure show better agreement with the observed intensity map.
机译:为了检验地震动映射技术在近场地震中的适用性,将1995年日本兵库县南部地震的峰值地速图从考虑地质条件影响的地震分区方法计算出的峰值与地震动图进行了比较。实际观察到的强度图。在计算摇地图时,将根据从相应的地质形态条件估算的地面平均剪切波速度来计算每个站点的站点放大率。该图与观察到的强度图显示出相对较好的一致性。但是,对于某些灾难性的地震区域,计算结果提供了较小的值,据报道,该区域对深的,不规则的地下结构的地震动有影响。通过实施2D FEM分析,检查了此类结构对现场响应的影响,从而也将其纳入该方法中。考虑不规则地下结构影响的结果与观测强度图更好地吻合。

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