首页> 外文期刊>Journal of seismology >Earthquake hazard potential of Indo-Gangetic Foredeep: its seismotectonism, hazard, and damage modeling for the cities of Patna, Lucknow, and Varanasi
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Earthquake hazard potential of Indo-Gangetic Foredeep: its seismotectonism, hazard, and damage modeling for the cities of Patna, Lucknow, and Varanasi

机译:地震灾害潜力的印度难以拘配:对巴特纳,勒克瑙和瓦拉纳西城市的地震术,危害和损伤模型

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The Indo-Gangetic Foredeep region lies in close proximity to the Himalayan collision tectonics and the Peninsular Shield thereby subjecting it to repeated strong ground shaking from large and great earthquakes from these active tectonic regimes. An attempt is, therefore, made to understand the seismotectonic regime of the Indo-Gangetic Foredeep region while performing probabilistic seismic hazard modeling of its important cities of Patna and Lucknow and the religious city of Varanasi based on consideration of seismogenic source characteristics, smoothened gridded seismicity zoning, and generation of next generation ground motion attenuation models appropriate for this region along with other existing region-specific ground motion prediction equations in a logic tree framework. In the hazard modeling, peak ground acceleration (PGA) and 5% damped pseudo-spectral acceleration (PSA) at different time periods for 10 and 2% probability of exceedance in 50years with a return period of 475 and 2475years have been estimated at firm rock site condition (site class B/C) with an average shear-wave velocity of about 760m/s, of which, however, the results of only 475years of return period have been presented here for urban development and earthquake engineering point of view. Surface-consistent probabilistic seismic hazard is modeled using the International Building Code-compliant short and long period site factors corresponding to topographic gradient-derived shear-wave velocity-based site classes. The estimated surface-consistent PGA is seen to vary in the range of 0.222-0.238g in Patna City, while it varies in the range 0.257-0.295g in Lucknow and 0.146-0.172g in the city of Varanasi. The cumulative damage probabilities in terms of none,' slight,' moderate,' extensive,' and complete' have been assessed using the capacity spectrum method in the Seismic Loss Estimation Approach (SELENA) using both the fragility and capacity functions for six model building types in these cities.
机译:印度难以置信的地区位于喜马拉雅碰撞构造和半岛屏蔽的靠近,从而使其重复从这些活跃的构造制度的大而大地震中重复强大的地面震动。因此,尝试是为了了解印度难以拘复区域的地震调节制度,同时基于考虑出发源特征,对瓦拉纳西的重要城市进行概率的地震危害建模,同时考虑了瓦拉纳西的重要城市,平滑的包装地震性分区,以及对该区域的下一代地面运动衰减模型的产生以及逻辑树框架中的其他现有区域特定地面运动预测方程。在危险建模中,在不同时间段的峰接地加速度(PGA)和5%阻尼伪光谱加速度(PSA)在50年和25岁以下的50年恢复期限为475和2475年的概率然而,对于城市开发和地震工程来说,平均剪切波速度约为760米/秒的平均剪切波速度的剪切波速度(现场B / C),其中包括475年的返回期的结果。表面一致的概率地震危害是利用对应于地形梯度衍生的剪切波速度的站点类的国际建筑兼容的短期和长期站点因素进行建模。估计的表面一致的PGA被认为在帕特纳市0.222-0.238g的范围内变化,而在勒克瑙市的勒克瑙中的0.257-0.295g范围内变化。在没有六种模型建筑物的脆弱和容量函数中,已经使用震荡估计方法(Selena)中的容量谱法评估了累积损坏概率,“轻微,”中等,“广泛,”和完整“。这些城市的类型。

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