摘要
从结构体系层次出发,采用Pushover非线性静力弹塑性分析方法,探讨了框架中剪力墙的布置方式,并对剪力墙的合理数量进行了初步研究,得出少剪力墙框架结构的刚度特征值系数取9.4最为合理的结论。
In this paper,from consideration of changing the structure system. It studies the layout and the reasonable amount of shear wall in frame structure by Pushover nonlinear static elasto-plastic analysis method. Concludes the stiffness equivalence coefficient of the frame structure wit few shear wall as 9. 4 woill be reasonable.
出处
《山西建筑》
2014年第17期42-44,共3页
Shanxi Architecture
关键词
强柱弱梁
少剪力墙结构
非线性分析
刚度特征值系数
strong column weak beam
frame structure with few shear wall
nonlinear analysis
stiffness eigenvalue coefficient
