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首页> 外文期刊>Earthquake spectra >Damping Scaling Factors for Vertical Elastic Response Spectra for Shallow Crustal Earthquakes in Active Tectonic Regions
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Damping Scaling Factors for Vertical Elastic Response Spectra for Shallow Crustal Earthquakes in Active Tectonic Regions

机译:活动构造区浅地壳地震垂直弹性响应谱的阻尼比例因子

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摘要

This paper develops a new model for a damping scaling factor (DSF) that can be used to adjust elastic response spectral ordinates for the vertical component of earthquake ground motion at a 5% viscous damping ratio to ordinates at damping ratios between 0.5% and 30%. Using the extensive NGA-West2 database of recorded ground motions from worldwide shallow crustal earthquakes in active tectonic regions, a functional form for the median DSF is proposed that depends on the damping ratio, spectral period, earthquake magnitude, and distance. Standard deviation is a function of the damping ratio and spectral period. The proposed model is compared to the DSF for the "average" horizontal component. In general, the peak in DSF is shifted toward shorter periods and is farther from unity for the vertical component. Also, the standard deviation of DSF for vertical motion is slightly higher than that observed for the "average" horizontal component.
机译:本文开发了一种阻尼比例因子(DSF)的新模型,该模型可用于以5%粘性阻尼比将地震地面运动的垂直分量的弹性响应谱坐标调整为阻尼比介于0.5%和30%之间的纵坐标。利用广泛的NGA-West2数据库,记录活动构造地区全球浅层地壳地震的地震动记录,提出了中值DSF的函数形式,该函数形式取决于阻尼比,频谱周期,地震震级和距离。标准偏差是阻尼比和频谱周期的函数。对于“平均”水平分量,将建议的模型与DSF进行比较。通常,DSF的峰值向较短的周期偏移,并且垂直分量的单位距更远。同样,垂直运动的DSF标准偏差略高于“平均”水平分量的标准偏差。

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