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Use of Seismotectonic Information for the Seismic Hazard Analysis for Surat City, Gujarat, India: Deterministic and Probabilistic Approach

机译:利用地震构造信息进行印度古吉拉特邦苏拉特市地震危险性分析:确定性和概率性方法

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摘要

Surat, the financial capital of Gujarat, India, is a mega city with a population exceeding five millions. The city falls under Zone III of the Seismic Zoning Map of India. After the devastating 2001 Bhuj earthquake of Mw 7.7, much attention is paid towards the seismic microzonation activity in the state of Gujarat. In this work, an attempt has been made to evaluate the seismic hazard for Surat City (21.170 N, 72.830 E) based on the probabilistic and deterministic seismic hazard analysis. After collecting a catalogue of historical earthquakes in a 350 km radius around the city and after analyzing a database statistically, deterministic analysis has been carried out considering known tectonic sources; a further recurrence relationship for the control region is found out. Probabilistic seismic hazard analyses were then carried out for the Surat region considering five seismotectonic sources selected from a deterministic approach. The final results of the present investigations are presented in the form of peak ground acceleration and response spectra at bed rock level considering the local site conditions. Rock level Peak Ground Acceleration (PGA) and spectral acceleration values at 0.01 s and 1.0 s corresponding to 10% and 2% probability of exceedance in 50 years have been calculated. Further Uniform Hazard Response Spectrum (UHRS) at rock level for 5% damping, and 10% and 2% probability of exceedance in 50 years, were also developed for the city considering all site classes. These results can be directly used by engineers as basic inputs in earthquake-resistant design of structures in and around the city.
机译:苏拉特(Surat)是印度古吉拉特邦(Gujarat)的金融首都,是一座人口超过500万的巨型城市。该城市属于印度地震区划地图III区。在2001年发生的7.7兆瓦(Bwj)毁灭性地震之后,古吉拉特邦(Gujarat)的地震微带活动受到了极大关注。在这项工作中,已经尝试根据概率和确定性地震危险性分析评估苏拉特市的地震危险性(21.170 N,72.830 E)。在收集了城市周围350公里半径内的历史地震的目录并进行了统计分析后,考虑了已知的构造源头进行了确定性分析。进一步发现对照区域的复发关系。然后考虑从确定性方法中选择的五个地震构造源,对苏拉特地区进行了概率地震灾害分析。考虑到当地的现场条件,本研究的最终结果以峰值地面加速度和基岩水平响应谱的形式给出。已计算出岩石水平的峰值地面加速度(PGA)和0.01 s和1.0 s处的频谱加速度值,分别对应于50年内超过10%和2%的概率。考虑到所有场地类别,还针对城市开发了进一步的统一危险响应谱(UHRS),以5%的阻尼,以及50年内超过10%和2%的可能性。工程师可以将这些结果直接用作城市及其周围结构抗震设计的基本输入。

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