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地基土-弹塑性结构体系的随机能量反应分析
Random Energy Response Analysis of Soil-structure Elastoplatic Systems
【摘要】 本文将地基土和结构作为联合动力体系,对地震作用下(平稳高斯白噪声)的随机能量反应行进了分析,给出了滞回耗能均值、方差的表达式.并就不同土质的情况进行了对比.
【Abstract】 In this paper,soil and structure are taken into a joint dynamic system. By considering the multi-degree-of-freedom hysteretic property of structure and using the linearization technique and the state vector method, the statistical moments of the random responses of the soil and structure under earthquake are derived. Then an analysis method is presented for the random dissipative energy of the viscous damping and hysteresis of the soil and structure. Finally, a computational example is given in order to show the validity of the method presented in the paper.
【关键词】 土结弹塑性体系;
输入能量;
随机耗能;
滞回耗能;
【Key words】 soil-structure elastoplastic system; input energy; random dissipative energy; hysteretic dissipative energy.;
【Key words】 soil-structure elastoplastic system; input energy; random dissipative energy; hysteretic dissipative energy.;
【基金】 建设部资助项目
- 【文献出处】 哈尔滨建筑工程学院学报 , 编辑部邮箱 ,1989年03期
- 【被引频次】5
- 【下载频次】82