Multi-model seismic susceptibility assessment of the 1950 great Assam earthquake in the Eastern Himalayan front

Arun Bhadran , B.P. Duarah , Drishya Girishbai , A.L. Achu , Sandeep Lahon , N.P. Jesiya , V.K. Vijesh , Girish Gopinath
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Abstract

The seismic susceptibility and mitigation management is paramount concern in tectonically active area like Northeastern India. This area has been devastated innumerably during the 1950 Assam great earthquake. The present study area falls in the foreland basin (Brahmaputra Valley) of Eastern Himalaya. This region is seismically vulnerable due to the tectonic complexity caused by the convergence of the Eurasian, Indian, and Burmese plates. In such, an area optimal disaster management and preparedness is necessary to define the non-linear character of seismic susceptibility, where population and unscientific urbanization have increased manifold. Therefore, for the present study, various multi-criteria decision making (MCDM) methods such as analytical hierarchy process (AHP), fuzzy-AHP (FAHP), and maximum entropy technique (MaxEnt) have been used for determining the seismic susceptibility, by assigning weightage to nine controlling factors such as: predominant frequency (f0), geology (G), vulnerability index (K), peak amplification (A0), liquefaction potential (LP), groundwater condition (WT), shear wave velocity (Vs30), peak ground acceleration (PGA), and land use/land cover (LU). The MaxEnt model exhibits the highest accuracy (87.5%) when the performance of the models was compared using the receiver operating characteristic curve (ROC) and area under the curve (AUC) value. Further, overlay analysis of best seismic susceptibility model using MaxEnt and PGV-based Japan Meteorological Agency (JMA) intensity shows that 40% the study area is in the very high and high seismic risk zone. In tectonically active areas, this kind of integration work is essential to improves the mitigation strategy and aids urban planners in designing earthquake-resistant buildings.

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东喜马拉雅前线 1950 年阿萨姆大地震的多模型地震易感性评估
地震易发性和减灾管理是印度东北部等构造活跃地区最关心的问题。在 1950 年阿萨姆邦大地震中,该地区遭受了巨大破坏。本研究区域位于东喜马拉雅山脉的前陆盆地(雅鲁藏布江谷地)。由于欧亚板块、印度板块和缅甸板块的交汇造成了构造的复杂性,该地区容易发生地震。在人口和不科学的城市化成倍增加的情况下,有必要对该地区进行最佳灾害管理和防备,以确定地震易发性的非线性特征。因此,本研究采用了多种多标准决策(MCDM)方法,如分析层次过程(AHP)、模糊-AHP(FAHP)和最大熵技术(MaxEnt),通过为九个控制因素分配权重来确定地震易感性,这些因素包括主要频率 (f0)、地质 (G)、易损性指数 (K)、峰值放大 (A0)、液化潜力 (LP)、地下水条件 (WT)、剪切波速度 (Vs30)、峰值地面加速度 (PGA) 和土地利用/土地覆盖 (LU)。在使用接收器工作特征曲线(ROC)和曲线下面积(AUC)值对各模型的性能进行比较时,MaxEnt 模型的准确度最高(87.5%)。此外,使用 MaxEnt 和基于 PGV 的日本气象厅(JMA)烈度对最佳地震易感性模型进行的叠加分析表明,40% 的研究区域位于极高和高地震风险区。在构造活跃的地区,这种整合工作对于改进减灾战略和帮助城市规划者设计抗震建筑至关重要。
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