摘要
本文在考虑剪力墙弯曲变形基础上，由框架边柱（墙）轴向变形、剪力墙剪切变形和连系梁不同联接等三种因素，分六种组合情况，分析框架－剪力墙结构中剪力墙的最优刚度。提出在工程实践中，可将以仅考虑剪力墙弯曲变形的简单计算模型计算得到最优刚度作为剪力墙布置依据。
Based on considering the bending deformation Of shear walls, the optimum stiffness of shear wall in a frame-shear wall structure was analyzed in this paper in six combined cases with the hoal deformation of side columns of frame or walls, the shear deformation of shear walls and the different coupling of binding beams. This paper finally comes to a conclusion that the optimum stiffness calculated with the simplified computation module in which only the bending deformation of shear walls is considered can be used as the planning basis of shear walls in engineering practice.
出处
《工程力学》
EI
CSCD
1996年第2期61-68,共8页
Engineering Mechanics
关键词
剪力墙
最优刚度
轴向变形
剪切变形
连系梁
shear wall, optimum stiffness, axial deformation,shear deformation, binding beam, frame-shear wall structure
