工程场地地震危害分析方法比较

Jun Song, Huiquan Miao, Zilan Zhong, Yanqiong Ding, Mi Zhao, Xiuli DU
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摘要

:针对现有的各种地震危险性分析方法,采用基于历史地震烈度数据的地震危险性分析方法和概率地震危险性分析方法对北京主城区进行地震危险性分析,得出 50 年内地加速度峰值大于 10%的概率。结果表明,北京主城区地表加速度峰值具有明显的空间变异性,由城西向城东逐渐增大;两种方法所得结果可靠,差异较小。两种方法各有特点,前者包括场地效应在内的假设较少,计算难度适中
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Comparisons of Seismic Hazard Analysis Methods for Engineering Sites
: In view of the existing various seismic hazard analysis methods, the seismic hazard analysis method based on historical seismic intensity data and the probabilistic seismic hazard analysis method to analyze the seismic hazards of the main urban area in Beijing was taken, and the peak ground acceleration with a probability of exceeding 10% in 50 years was obtained. The results showed that the peak ground acceleration of the main urban area in Beijing was of obvious spatial variability, which was gradually increasing from the west of the city to the east; the results obtained from those two methods were reliable and the differences were slight. The methods had their own characteristics, the former had fewer assumptions including site effects and was moderately difficult to calculate
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