摘要
错列剪力墙结构是将一系列与楼层等高和开间等宽的墙板沿框架高度隔层错跨布置。探讨了错列剪力墙结构的受力机理,并采用ANSYS8.1对侧向荷载作用下错列剪力墙结构的内力分布规律进行了分析,得出了一些有益的结论,可供工程设计参考。
Staggered shear walls structures are composed of story-deep and bay-wide discrete staggered walls along height of high-rise buildings. Mechanics of the structure is introduced. Inter-forces distribution rule of the structure is analyzed by ANSYS8. 1 under the lateral loads. The paper draws some beneficial conclusions for engineering design reference.
出处
《苏州科技学院学报（工程技术版）》
CAS
2007年第2期19-22,共4页
Journal of Suzhou University of Science and Technology （Engineering and Technology）
基金
建设部科研资助项目(2000-285-3-10)
江苏省社会发展项目(BS2000388)
关键词
错列剪力墙
机理
性能分析
staggered shear walls
mechanics
behavior analysis
