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工业建筑  2004 

基于弹塑性动力分析的结构非线性响应及抗震设计

DOI: 10.13204/j.gyjz200410001

Keywords: 地震响应,分布柔度模型,弹塑性分析,反应谱

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Abstract:

回顾与总结了结构在大震作用下的非线性动力反应分析成果,包括结构整体分析模型,构件单元模型,恢复力模型以及运动方程的求解等问题。基于平面杆系模型,针对结构在多遇及罕遇地震下的弹塑性时程响应计算结果及其与现行规范设计结果的对照,对今后结构非线性抗震设计提出了建议。

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