首页> 外文期刊>Bulletin of the Seismological Society of America >Summary of the GK15 Ground-Motion Prediction Equation for Horizontal PGA and 5% Damped PSA from Shallow Crustal Continental Earthquakes
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Summary of the GK15 Ground-Motion Prediction Equation for Horizontal PGA and 5% Damped PSA from Shallow Crustal Continental Earthquakes

机译:浅地壳大陆地震的水平PGA和5%阻尼PSA的GK15地面运动预测方程式摘要

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摘要

We present a revised ground-motion prediction equation (GMPE) for computing medians and standard deviations of peak ground acceleration (PGA) and 5% damped pseudospectral acceleration (PSA) response ordinates of the horizontal component of randomly oriented ground motions to be used for seismic-hazard analyses and engineering applications. This GMPE is derived from the expanded Next Generation Attenuation (NGA)-West 1 database (see Data and Resources; Chiou et al., 2008). The revised model includes an anelastic attenuation term as a function of quality factor (Q(0)) to capture regional differences in far-source (beyond 150 km) attenuation, and a new frequency-dependent sedimentary-basin scaling term as a function of depth to the 1.5 km/s shear-wave velocity isosurface to improve ground-motion predictions at sites located on deep sedimentary basins. The new Graizer-Kalkan 2015 (GK15) model, developed to be simple, is applicable for the western United States and other similar shallow crustal continental regions in active tectonic environments for earthquakes with moment magnitudes (M) 5.0-8.0, distances 0-250 km, average shear-wave velocities in the upper 30 m (V-S30) 200-1300 m= s, and spectral periods (T) 0.01-5 s. Our aleatory variability model captures interevent (between-event) variability, which decreases with magnitude and increases with distance. The mixed-effect residuals analysis reveals that the GK15 has no trend with respect to the independent predictor parameters. Compared to our 2007-2009 GMPE, the PGA values are very similar, whereas spectral ordinates predicted are larger at T < 0.2 s and they are smaller at longer periods.
机译:我们提出了一种修正的地面运动预测方程(GMPE),用于计算用于地震的随机定向地面运动的水平分量的峰值地面加速度(PGA)和5%阻尼伪谱加速度(PSA)响应坐标的中位数和标准偏差危害分析和工程应用。该GMPE源自扩展的Next Generation Attenuation(NGA)-West 1数据库(请参见Data and Resources; Chiou等,2008)。修订后的模型包括一个作为质量因子(Q(0))的函数的非弹性衰减项,以捕获远源(超过150 km)衰减的区域差异,以及一个新的频率相关的沉积盆地定标项,作为质量函数的函数。到1.5 km / s剪切波速度等值面的最大深度,以改善位于深部沉积盆地的站点的地面运动预测。新的Graizer-Kalkan 2015(GK15)模型开发简单,适用于美国西部和活跃构造环境中的其他类似浅层地壳大陆地区,适用于矩量级(M)5.0-8.0,距离0-250的地震km,上部30 m的平均剪切波速度(V-S30)200-1300 m = s,频谱周期(T)0.01-5 s。我们的偶然性可变性模型捕获事件间(事件间)可变性,该可变性随幅度减小而随距离增大。混合效应残差分析表明,GK15在独立预测变量参数方面没有趋势。与我们的2007-2009年GMPE相比,PGA值非常相似,而预测的光谱纵坐标在T <0.2 s时较大,而在较长的时间段中较小。

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