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Analysis of recorded earthquake response data at the hualien large-scale seismic test site

机译:花莲大型地震试验场记录的地震响应数据分析

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A soil-structure interaction (SSI) experimetn is being conducted in a seismically active region in Hualien, Taiwan. To obtain earthquake data for quantifying SSI effects and providing a bassi to benchmark analysis methods, a 1/4-th scale cylindrical concrete containment model similar in shape to that of a nuclear power plant containment was constructed in the field where both the containment model and its surroundign soil, surface and sub-surface, are extensively instrumented to record earthquake data. In between September 1993 and May 1995, eight earthquakes with Richter magnitudes ranging from 4.2 to 6.2 were recorded. This paper focuses on studying and analyzing the recorded data to provide information on the response characteristics of the Hualien soil-structure system, the SSI effects and the ground motion characteristics. An effort was also made to directly determien the site soil physical properties based on correlation analysis of the recorded data. No modeling simulations were attempted to try to analytically predict the SSi response of the soil and the structure. There will be the scope of a subsequent study.
机译:在台湾花莲的地震活跃地区正在进行土壤-结构相互作用(SSI)实验。为了获得地震数据以量化SSI效应并提供基准分析方法的参考,在现场建立了一个1/4比例的圆柱形混凝土安全壳模型,该模型的形状类似于核电站安全壳的形状。其周围的土壤,地表和亚表层被广泛用于记录地震数据。在1993年9月至1995年5月之间,记录了8次里氏震级在4.2到6.2之间的地震。本文着重研究和分析记录的数据,以提供有关花莲土壤结构系统的响应特性,SSI效应和地震动特性的信息。还基于记录数据的相关性分析,直接确定现场土壤的物理性质。没有尝试通过建模模拟来尝试分析性地预测土壤和结构的SSi响应。将会有后续研究的范围。

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