近断裂带永久位移的新条件地震动模型

IF 4.6 2区 工程技术 Q1 ENGINEERING, GEOLOGICAL
Longjun Xu , Hao Tian , Chaoyue Jin , Huabei Liu , Jie Wang , Wen Liu , Lili Xie
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引用次数: 0

摘要

准确地评估震后永久位移(PD)对于断层带附近或跨断层带的构造的防位错至关重要。条件地震动模型(CGMM)是估计震后震源的有效方法。我们利用全球近源强震(NESS)数据库,并将峰值地面位移(PGD)作为次要参数。该模型考虑了矩震级(Mw)、震源深度、断层类型、破裂距离(Rrup)和平均现场横波速度(VS30)等关键因素。通过随机效应模型的回归分析,建立了一个CGMM模型,实现了对震后PD的鲁棒估计。通过残差分析、系统考察解释变量对模型预测的影响以及与已有模型的综合比较,验证了所开发的CGMM的性能。结果表明,所建立的条件模型成功地捕捉到了PD的衰减趋势。Mw、Rrup和VS30对模型预测有不同程度的影响;随着震源深度和震源Mw的增大,PD值增大。CGMM显示出明显的近场饱和效应。研究结果可为跨断裂带或临近断裂带的生命线工程的防错位设计以及概率断层位移危害分析(PFDHA)提供有价值的参考。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
New conditional ground motion model for permanent displacement in near-fault zones
An accurate assessment of after-earthquake permanent displacement (PD) is crucial for the anti-dislocation of structures situated across or near fault zones. The conditional ground motion model (CGMM) is an effective method for estimating after-earthquake PD. We draw on the global NEar-Source Strong-motion (NESS) database and incorporates peak ground displacement (PGD) as a secondary parameter. The model accounts for key factors such as moment magnitude (Mw), focal depth, fault type, rupture distance (Rrup), and average site shear wave velocity (VS30). A CGMM was developed through random-effects model regression analysis to achieve a robust estimation of after-earthquake PD. The performance of the developed CGMM was validated through residual analysis, by systematically examining the influence of explanatory variables on model predictions, and through comprehensive comparisons with prior models. The results demonstrate that the developed conditional model successfully captures the attenuation trends of PD. Mw, Rrup, and VS30 have varying degrees of impact on the model predictions; as the Mw and focal depth increase, the PD value increases. The CGMM demonstrates a pronounced near-field saturation effect. The research findings can serve as a valuable reference for the anti-dislocation design of lifeline engineering projects that cross or are in near fault zones, as well as for Probabilistic Fault Displacement Hazard Analysis (PFDHA).
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来源期刊
Soil Dynamics and Earthquake Engineering
Soil Dynamics and Earthquake Engineering 工程技术-地球科学综合
CiteScore
7.50
自引率
15.00%
发文量
446
审稿时长
8 months
期刊介绍: The journal aims to encourage and enhance the role of mechanics and other disciplines as they relate to earthquake engineering by providing opportunities for the publication of the work of applied mathematicians, engineers and other applied scientists involved in solving problems closely related to the field of earthquake engineering and geotechnical earthquake engineering. Emphasis is placed on new concepts and techniques, but case histories will also be published if they enhance the presentation and understanding of new technical concepts.
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