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Deterministic Seismic Hazard Assessment at Bed Rock Level: Case Study for the City of Bhubaneswar, India

机译:基岩层的确定性地震危险性评估:印度布巴内斯瓦尔市的案例研究

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In this study an updated deterministic seismic hazard contour map of Bhubaneswar (20?12'0"N to 20?23'0"N latitude and 85?44'0"E to 85? 54'0"E longitude) one of the major city of India with tourist importance, has been prepared in the form of spectral acceleration values. For assessing the seismic hazard, the study area has been divided into small grids of size 30??30? (approximately 1.0 km?1.0 km), and the hazard parameters in terms of spectral acceleration at bedrock level, PGA are calculated as the center of each of these grid cells by considering the regional Seismo-tectonic activity within 400 km radius around the city center. The maximum credible earthquake in terms of moment magnitude of 7.2 has been used for calculation of hazard parameter, results in PGA value of 0.017g towards the northeast side of the city and the corresponding maximum spectral acceleration as 0.0501g for a predominant period of 0.05s at bedrock level.
机译:在这项研究中,布巴内斯瓦尔(经度为20?12'0“ N至20?23'0” N纬度和85?44'0“ E至85?54'0” E经度)的确定性地震危险等高线图印度具有旅游重要性的主要城市,已经以频谱加速度值的形式进行了准备。为了评估地震危害,研究区域被划分为大小为30到30的小网格。 (大约1.0 km?1.0 km),并通过考虑市中心周围半径400 km之内的区域地震构造活动,将基岩水平的频谱加速度,PGA等危险参数计算为每个网格的中心。矩量级为7.2的最大可信地震已用于计算危害参数,导致在城市东北侧的PGA值为0.017g,在主要周期为0.05s时相应的最大频谱加速度为0.0501g在基岩水平。

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