摘要
考虑到楼板的变形，对框架—剪力墙结构进行空间整体分析，计算中将剪力墙、框架以及楼板等刚度一并计入，分析在地震荷载作用下的结构内力和侧移，对弹性楼板和刚性楼板两种模型得出的结果进行分析和比较。
Spatial entire frame-shear wall structure is analysised dynamically with consideration of floor deformation. The rigidity of frame, the shear wall, and the floor are assembled in matrices. The deformation and force of frame-shear wall structure under earthquake action are computed. The calculated results of two kinds of structure modes, one with eleastic floors and other with rigid floors, have been analyzed and compared.
出处
《西安建筑科技大学学报（自然科学版）》
EI
CSCD
1997年第1期74-78,共5页
Journal of Xi'an University of Architecture & Technology(Natural Science Edition)
关键词
刚度
楼板
框架
剪力墙结构
结构动力学
rigidity, floor, coupling beam, frame-shear wall structure
