随机结构地震反应的反应谱分析法 |
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引用本文: | 张立翔,李崇孝.随机结构地震反应的反应谱分析法[J].云南工业大学学报,1991(3). |
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作者姓名: | 张立翔 李崇孝 |
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作者单位: | 云南工学院电力系,云南工学院机关 |
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摘 要: | 本文将结构弹性模量、构件截面面积、截面惯性矩、质量分布及地震反应谱参数等视为随机变量,建立随机结构动力分析模型,并使用现行抗震规范反应谱进行结构地震反应计算。以此研究上述参数的不确定性(随机性)对结构地震反应计算结果的影响。
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关 键 词: | 随机结构 反应谱 |
Spectrum Analysis Technique of Earthquake Response for Stochastic Structures |
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Authors: | Zhang Lixiang Li Chongxiao |
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Affiliation: | Zhang Lixiang Li Chongxiao |
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Abstract: | In this paper, the elastic modulu, cross-section area and moment of inertia of structual members and the parameters of the seismic respense spectra aretreated as randon variables. A dynamic analysis procedure of a stochastic structure is developed,with which the effect of thece uncertainties on strucfural response is analysed. Finally,an example is given to illustrate the proposed method. |
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Keywords: | Stochastic strueture Response Spectrum |
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