首页> 外文期刊>Bulletin of the Seismological Society of America >Quantifying the uncertainty in site amplification modeling and its effects on site-specific seismic-hazard estimation in the upper Mississippi embayment and adjacent areas
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Quantifying the uncertainty in site amplification modeling and its effects on site-specific seismic-hazard estimation in the upper Mississippi embayment and adjacent areas

机译:量化现场放大模型中的不确定性及其对密西西比河上游上游及邻近地区特定现场地震灾害估计的影响

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摘要

The Mississippi embayment, located in the central United States, and its thick deposits of sediments (over 1 km in places) have a large effect on earthquake ground motions. Several previous studies have addressed how these thick sediments might modify probabilistic seismic-hazard maps. The high seismic hazard associated with the New Madrid seismic zone makes it particularly important to quantify the uncertainty in modeling site amplification to better represent earthquake hazard in seismic-hazard maps. The methodology of the Memphis urban seismic-hazard-mapping project (Cramer et al., 2004) is combined with the reference profile approach of Toro and Silva (2001) to better estimate seismic hazard in the Mississippi embayment. Improvements over previous approaches include using the 2002 national seismic-hazard model, fully probabilistic hazard calculations, calibration of site amplification with improved nonlinear soil-response estimates, and estimates of uncertainty. Comparisons are made with the results of several previous studies, and estimates of uncertainty inherent in site-amplification modeling for the upper Mississippi embayment are developed. I present new seismic-hazard maps for the upper Mississippi embayment with the effects of site geology incorporating these uncertainties.
机译:位于美国中部的密西西比河河口及其厚厚的沉积物(在某些地方超过1公里)对地震地震动有很大影响。先前的一些研究已经讨论了这些厚的沉积物可能如何改变概率地震灾害图。与新马德里地震带相关的高地震危险性使得量化建模放大区域中的不确定性以更好地在地震危险性地图中表示地震危险性变得尤为重要。孟菲斯城市地震灾害映射项目的方法(Cramer等,2004)与Toro和Silva(2001)的参考资料法相结合,可以更好地估算密西西比河道的地震灾害。对先前方法的改进包括使用2002年国家地震灾害模型,完全概率的灾害计算,使用改进的非线性土壤响应估计值对场地放大进行校准以及不确定性估计值。与之前的几项研究结果进行了比较,并开发了密西西比河上游上游站点放大模型固有的不确定性估计。我提出了密西西比河上游上游新的地震灾害图,并结合了这些不确定因素对现场地质的影响。

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