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Near-fault spatial variation in strong ground motion due to rupture directivity and hanging wall effects from the Chi-Chi, Taiwan earthquake

机译:台湾Chi-Chi地震的破裂方向性和壁挂效应引起的强地面运动中的近断层空间变化

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Damaging earthquakes feature large variations in the spatial ground motion distribution mainly due to source complexity, radiation pattern, and site conditions. In this study, we tried to capture the hanging wall and rupture directivity effects from the 1999 Chi-Chi, Taiwan earthquake (M_w = 7.6), which provides the largest acceleration data set since the strong-motion seismology studies began. First, the event-specific attenuation relations of strong-motion parameters for the near-field, hanging wall and footwall sites were developed. Then an empirical hanging wall model for peak ground acceleration (PGA) was introduced to get the residuals from the obtained attenuation relationships. The new empirical model for the PGA on the hanging wall indicates 46% to 50% higher values than the predicted means over the near-field distance ranges. Finally, a period-dependent empirical spectral amplitude factor model representing the directivity effects for the dip-slip faulting system was developed using the Somerville et al. directivity model. The proposed model shows a larger spectral amplification factor than the result of the previous study. During the Chi-Chi earthquake, the maximum spectral directivity factors have been registered in the up-dip region, located around the surface exposure of the Chelungpu fault, in the range of 1.1 to 1.3 for the structural periods from 0.6 s to 5.0 s. Since the proposed spectral directivity factor was derived from the residual function of the single event without any influence of inter-event variability, the model is magnitude-and distance-independent. Hence the result can be easily implemented into attenuation relations, seismic hazard assessment, and building code revision studies for the regions with a dip-slip faulting.
机译:破坏性地震的特征在于空间地震动分布的巨大变化,这主要归因于震源​​的复杂性,辐射方向图和场地条件。在这项研究中,我们试图捕获1999年台湾集集地震(M_w = 7.6)的悬挂壁和破裂指向性的影响,该地震提供了自强运动地震学研究以来最大的加速度数据集。首先,建立了针对近场,悬墙和下墙场地的强运动参数的事件特定衰减关系。然后,引入了峰值地面加速度(PGA)的经验性吊壁模型,以从获得的衰减关系中获得残差。悬挂壁上PGA的新经验模型表明,在近场距离范围内,该值比预测平均值高46%至50%。最后,使用Somerville等人的方法建立了代表周期的经验谱振幅因子模型,该模型代表了倾滑错断系统的方向性效应。方向性模型。所提出的模型显示出比先前研究结果更大的光谱放大系数。在集集地震期间,最大的频谱方向性因子记录在切伦普断层表面暴露附近的上倾区域,在0.6 s至5.0 s的结构周期内范围为1.1到1.3。由于建议的频谱方向性因子是从单个事件的残差函数得出的,而没有事件间可变性的任何影响,因此该模型是与大小和距离无关的。因此,该结果可以很容易地实现为衰减关系,地震危险性评估以及对于具有滑移断层的区域的建筑规范修订研究。

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