新型隔层错跨剪力墙结构非线性分析  

NONLINEAR ANALYSIS OF STAGGERED SHEAR WALL STRUCTURE

作　　者：刘建新[1] 王红囡[1] 

机构地区：[1]上海师范大学建工学院,上海201418

出　　处：《工业建筑》2006年第12期31-33,共3页Industrial Construction

基　　金：上海市教委资助项目(编号:04DB06)

摘　　要：通过建立非线性有限元分析模型,运用通用有限元分析软件ANSYS对新型隔层错跨钢筋混凝土剪力墙结构和传统双肢剪力墙结构进行对比分析。计算结果表明,隔层错跨剪力墙结构与传统剪力墙结构相比,具有提供较大的使用空间和抗侧刚度、较小的自重和地震力、节约建材等优点,是一种技术经济指标良好的剪力墙结构,有比较广阔的应用前景。A nonlinear FEM analysis model is set up based on the finite element analysis software ANSYS. The staggered shear wall structure and the coupled shear wall structure are analyzed with this model. As compared with traditional shear wall structures, the staggered shear wall structure has many advantages, such as providing bigger space and lateral stiffness, reducing dead weigh and seismic force, and saving constructional materials. Therefore, this structural system has good economic benefits and wide applications.

关 键 词：隔层错跨剪力墙结构 双肢剪力墙结构 非线性分析 有限元 

分 类 号：TU399[建筑科学—结构工程]