Probabilistic seismic hazard analysis of Nepal considering validated seismic source model

Agriya Sagar Pandit, Dilendra Prasad Joshi, Chetana Subedi, Alisha Poudel, Roshan Sharma, Pawan Chhetri
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Abstract

Earlier studies have performed Probabilistic Seismic Hazard Analysis (PSHA) of Nepal considering different source models. This study aims to validate the best seismic source model to perform PSHA in Nepal. Earthquake data from earthquake catalogues for the period of 1900 to 2022 AD has been considered. The earthquake data obtained from catalogues was homogenised and merged. De-clustering was performed to remove dependent events using ZMAP. A completeness test was performed and recurrence parameters were computed. As proposed in earlier studies, Peak Ground Acceleration (PGA) values were calculated for 3D source, fault source and areal sources for 6.36% probability of exceedance for 50 years. A comparison was made between the PGA values of all source models with the recorded PGA value of the Kirtipur (KTP) station for the 2015 Gorkha Earthquake for a 760-year return period. The comparison of PGA values proves the Single Ramp Model (SRM) of the Main Himalayan Thrust (MHT) to be the validated seismic source model for Nepal. PSHA was then performed with the validated source model and hazard maps were prepared for 2% and 10% probability of exceedance. The analysis revealed that PGA values reached maximum levels in the far western and central regions. Using a single ramp model of MHT with improved Ground Motion Prediction Equations (GMPEs) specific to the Himalayan region is necessary for future seismic hazard analysis.
考虑验证的震源模型的尼泊尔地震灾害概率分析
先前的研究考虑了不同的震源模型,对尼泊尔进行了概率地震危害分析(PSHA)。本研究旨在验证尼泊尔进行 PSHA 分析的最佳震源模型。研究考虑了公元 1900 年至 2022 年期间地震目录中的地震数据。从地震目录中获得的地震数据经过同质化处理和合并。使用 ZMAP 进行了去聚类,以去除依赖事件。进行了完整性测试并计算了重现参数。根据早期研究的建议,计算了三维地震源、断层地震源和等距地震源的峰值地表加速度(PGA)值,超限概率为 6.36%,持续 50 年。将所有震源模型的 PGA 值与 2015 年廓尔喀地震中 Kirtipur (KTP) 站记录的重现期为 760 年的 PGA 值进行了比较。PGA 值的比较证明,喜马拉雅主推力(MHT)的单斜坡模型(SRM)是经过验证的尼泊尔震源模型。然后,利用经过验证的震源模型进行了 PSHA 分析,并绘制了 2%和 10%超限概率的危害图。分析表明,PGA 值在西部和中部地区达到最大值。在未来的地震灾害分析中,有必要使用针对喜马拉雅地区的经过改进的地震动预测方程(GMPEs)的单坡道 MHT 模型。
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