单层钢板组合剪力墙的弹塑性研究  

Study on Elastic and Plastic Performance of Single Steel-deck Plate Shear Wall

作　　者：谢京臣[1] 马军[1] 陶健[1] 吕游[1] 

机构地区：[1]东南大学土木工程学院,江苏南京210096

出　　处：《江苏建筑》2011年第2期16-19,共4页Jiangsu Construction

摘　　要：单层钢板组合剪力墙是一种很好的抗侧力构件,在高层建筑中得到广泛应用。文章利用ANSYS对单层钢板组合剪力墙进行弹塑性分析,考察了不同参数的变化对其抗侧性能的影响,并得出相应结论。Single-deck steel plate shear wall is a good lateral force resisting component,and it has been widely used in high-rise building.In this paper,ANSYS software was used to analyze the elastic and plastic performance of single-deck steel plate shear wall.The effects on the lateral force resisting behavior has also been studied by the changing of different parameters,and the corresponding conclusions have also been concluded.

关 键 词：抗剪极限承载力 初始抗侧刚度 延性 荷载位移曲线 

分 类 号：TU313[建筑科学—结构工程]