钢骨混凝土转换梁与剪力墙作用的非线性分析  

Nonlinear Analysis on SRC Transfer Beam and the Combined Action with Upper Shear Wall

作　　者：李凤霞[1] 宁怀明[1] 王新武[1] 

机构地区：[1]洛阳理工学院土木工程系,洛阳471023

出　　处：《武汉理工大学学报》2010年第1期162-165,共4页Journal of Wuhan University of Technology

基　　金：博士后科学基金资助项目(20070421218)

摘　　要：针对某实际工程,以有限元理论为基础,对钢骨转换梁和上部剪力墙共同作用进行非线性有限元计算。所得模拟结果与实际工程计算结果能够较好地吻合,为今后钢骨混凝土转换梁与上部剪力墙共同作用的研究提供了理论依据和参考。The non-linear finite element analysis of the steel reinforced concrete beam conversions with the upper part of shave wall under the actual work load are brought to success on the basis of the theory of FEM.The simulation results can match well with the actual project,which can provide theoretical basis and reference for researching the steel reinforced concrete beam conversion and the upper part of wall in the future.

关 键 词：钢骨混凝土 转换梁 剪力墙 非线性 有限元分析 

分 类 号：U445[建筑科学—桥梁与隧道工程]