| 砌体结构概率非线性地震反应分析 |
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| 引用本文： | 陈朝峰,杨伟军,李桂青.砌体结构概率非线性地震反应分析[J].武汉科技大学学报(自然科学版),1999(3). |
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| 作者姓名： | 陈朝峰 杨伟军 李桂青 |
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| 作者单位： | 武汉科技大学!武汉，430070，长沙交通学院!长沙，410076，武汉工业大学!武汉，430070 |
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| 摘 要： | 对砌体结构进行了概率性的非线性地震反应分析，提出了一个基于改进的等效线性化的地震可靠性分析方法。用这个方法对实际工程进行了计算，所得结果与Monte－carlo数值模拟法计算结果相近。
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| 关 键 词： | 砌体结构 地震 可靠性 |
Analysis of the Nonlinear Stochastic Earthquake Response on Masonry Structures |
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| CHEN Zhao-feng,.Analysis of the Nonlinear Stochastic Earthquake Response on Masonry Structures[J].Journal of Wuhan University of Science and Technology(Natural Science Edition),1999(3). |
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| Authors: | CHEN Zhao-feng |
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| Abstract: | A method for the analysis of nonlinear stochastic earthquake response and reliability on masonry structures is presented in this paper. This method is based on the modified method of equivalentlinearization. Numerical examples are given and the result is approximate to those obtained by MonteCarlo method. |
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| Keywords: | masonry structures earthquake reliability |
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