A Revisit to Seismic Hazard at Uttarakhand

IF 0.5 Q4 ENGINEERING, GEOLOGICAL
M. Nayak, T. Sitharam, Sreevalasa Kolathayar
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引用次数: 6

Abstract

This paper presents the seismic hazard of the state of Uttarakhand in India, located at the foothills of the seismically active Himalayan mountain ranges. In the present study, an updated catalog of earthquakes has been prepared for Uttarakhand which was homogenized into a unified moment magnitude scale after declustering of the catalog to remove aftershocks and foreshocks. Various source zones were identified in the study area to account for local variability in seismicity characteristics. The seismicity parameters were estimated for each of these source zones, which are necessary inputs into seismic hazard estimation of a region. The seismic hazard evaluation of the region based on a state-of-the art PSHA study was performed using the classical Cornell–McGuire approach with different source models and attenuation relations. The most recent knowledge of seismic activity in the region was used to evaluate the hazard, incorporating uncertainty associated with different modeling parameters as well as spatial and temporal uncertainties. The PSHA was performed with currently available data and their best possible scientific interpretation using an appropriate instrument such as the logic tree to explicitly account for epistemic uncertainty by considering alternative models. The hazard maps were produced for horizontal ground motion at the bedrock level and an attempt was done to bring the hazard at surface level using appropriate amplification factors. The maximum PHA value at bedrock level for 10% Probability of exceedance (PE) in 50 years is 0.34g and same for 2% PE in 50 years is 0.54g.
重新审视北阿坎德邦的地震危险
本文介绍了位于地震活跃的喜马拉雅山脉山麓的印度北阿坎德邦的地震危险性。本研究为北阿坎德邦编制了一份更新的地震目录,该目录在剔除余震和前震后,被统一为一个统一的矩震级。在研究区内确定了不同的震源带,以解释地震活动特征的局部变化。对每个震源区的地震活动性参数进行了估计,这是对一个地区进行地震危险性估计的必要输入。基于最先进的PSHA研究,采用经典的cornell - McGuire方法,采用不同的震源模型和衰减关系,对该地区进行了地震危险性评估。利用该地区地震活动的最新知识来评估灾害,其中纳入了与不同建模参数相关的不确定性以及空间和时间的不确定性。PSHA是用当前可用的数据和它们最好的科学解释来执行的,使用适当的工具,如逻辑树,通过考虑替代模型来明确地解释认知的不确定性。绘制了基岩水平地面运动的危险图,并尝试使用适当的放大系数将危险带到地表。10% PE 50年基岩层最大PHA值为0.34g, 2% PE 50年基岩层最大PHA值为0.54g。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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来源期刊
CiteScore
1.90
自引率
25.00%
发文量
11
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