| 地基抗震可靠性分析方法的理论探讨 |
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| 引用本文： | 陈国兴,张克绪.地基抗震可靠性分析方法的理论探讨[J].哈尔滨建筑大学学报,1996,29(6):36-43. |
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| 作者姓名： | 陈国兴 张克绪 |
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| 作者单位： | [1]博士后流动站 [2]地基教研室 |
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| 摘 要： | 本文综合考虑了地震烈度的模糊随机性，地面峰值加的随机性和加速度反应谱的随机性；研究了一定基准期内分别相应于模糊随机地震烈度和随机地震加速度的结构基底的随机地震作用的概率模型；还同时研究了饱和砂性土液化势分析的概率模型。
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| 关 键 词： | 地基 抗震 模糊随机性 随机地震 概率分布 |
A Theory Study on the Ground Aseismic Reliability Analysis Method |
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| Chen Guoxing,Zhang Kexu,Xie Junfei.A Theory Study on the Ground Aseismic Reliability Analysis Method[J].Journal of Harbin University of Civil Engineering and Architecture,1996,29(6):36-43. |
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| Authors: | Chen Guoxing Zhang Kexu Xie Junfei |
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| Affiliation: | Chen Guoxing;Zhang Kexu;Xie Junfei |
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| Abstract: | Comprehensively considering the fuzzy random characteristics of earthquake intensity and the random characteristics of ground peak acceleration and normal acceleration response spectrum in this paper, the probability distribution functions of random earthquake action under structure base corresponding respectively to earthquake intensity and acceleration are given, and a stochastic analysis method of liquefaction potential of saturate sandy soils is also given. |
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| Keywords: | foundation seismic resistance fuzzy random intensity random acceleration random earthquake action probaility distribution liquefaction stochastic analysis |
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