钢筋混凝土框架层模型的楼层刚度  

Floor elastic stiffness of the reinforced concrete frame floor model

作　　者：尹邦信[1] 

机构地区：[1]西南工学院土木系,四川绵阳621002

出　　处：《广西工学院学报》2000年第4期63-65,70,共4页Journal of Guangxi University of Technology

摘　　要：用时程分析方法分析设置耗能装置的钢筋混凝土结构非线性地震反应时 ,常常要用到层间剪切刚度。文中介绍了一个较为精确的计算钢筋混凝土框架层间剪切刚度的公式。When we analyze nonlinearity earthquake reaction of the reinforced concrete structure with costing energy equipment by the course analysis method, we often use floor shear stiffness In this paper, we have presented a relatively accurate formula of accounting floor shear stiffness of the reinforced concrete structure

关 键 词：非线性地震反应 时程分析 层剪切刚度 钢筋混凝土框架层模型 楼层刚度 

分 类 号：TU375.401[建筑科学—结构工程]