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AN ENGINEERING GROUND MOTION MODEL FOR BASIN GENERATED SURFACE WAVES

机译:盆地生成表面波的工程接地运动模型

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We have developed a modification to the ground motion model of Abrahamson [1] that takes into account the effects of basin generated surface waves. The main feature of our model is that for response spectral accelerations at periods of 4 and 5 seconds, the Abrahamson [1] model for soil sites should be scaled by a factor of 1.65 in order to represent the ground motions on soil sites located within sedimentary basins. Our finding that no scaling of the Abrahamson [1] model is required for periods shorter than 4 seconds reflects the fact that most of the deep soil recordings on which that model is based come from sedimentary basins. The fact that our first order model does not have a dependence on distance to the basin edge or the depth of the basin makes it easily applicable in ground motion calculations, especially those for probabilistic seismic hazard analyses, which typically involve the calculation of ground motions from many different scenario earthquakes occurring on a variety of faults surrounding the site. We have identified many second order basin effects that are not quantified in our first order model of basin effects.
机译:我们对亚伯拉罕逊的地面运动模型进行了修改,考虑了盆地产生的表面波的影响。我们的模型的主要特点是,对于4和5秒的响应光谱加速,亚伯拉罕(Abrahamson [1]土壤部位模型应缩放为1.65,以表示位于沉积物中的土壤场地的地面运动盆地。我们认为,不到4秒的时间内未按亚伯拉罕逊[1]模型的缩放反映了大多数该模型所在的深层土壤记录来自沉积盆地的事实。我们的第一阶模型没有对盆地边缘的距离或盆的深度的依赖性使得它可以很容易地适用于地面运动计算,尤其是概率地震危险分析的距离,这通常涉及从地面运动的计算许多不同的场景地震发生在网站周围的各种故障上。我们已经确定了我们在我们的第一阶盆地效果模型中未量化的许多二阶盆地效应。

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