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A GEOTECHNICAL SEISMIC SITE RESPONSE EVALUATION PROCEDURE

机译:土工地震响应评估程序

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A simplified empirically-based seismic site response evaluation procedure that includes a measure of the dynamic stiffness of the surficial materials and a measure of the depth to bedrock as primary parameters is introduced. This geotechnical site classification scheme provides an alternative to geologic-based and shear wave velocity-based site classification schemes. The proposed scheme is used to analyze the ground motion data from the Northridge and Loma Prieta earthquakes. Period-dependent and intensity-dependent spectral acceleration amplification factors for different site conditions are presented. The proposed scheme results in a significant reduction in standard deviation when compared with a simpler "rock vs. soil" classification system. The standard deviations resulting from the proposed classification scheme are comparable with the standard deviations obtained using the more elaborate (and costly) code-based average shear wave velocity classification scheme.
机译:介绍了一种简化的基于经验的地震现场响应评估程序,该程序包括测量表层材料的动态刚度和测量基岩深度作为主要参数。该岩土工地分类方案为基于地质和基于剪切波速度的工地分类方案提供了替代方案。拟议的方案用于分析Northridge和Loma Prieta地震的地震动数据。提出了针对不同站点条件的周期相关和强度相关的频谱加速度放大因子。与较简单的“岩土对比”分类系统相比,所提出的方案可显着降低标准偏差。所提出的分类方案所产生的标准偏差可与使用更为详尽(且成本更高)的基于代码的平均剪切波速度分类方案所获得的标准偏差相媲美。

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