摘要
本文在带缝钢板剪力墙有限元分析和试验研究的基础上,推导了带缝钢板剪力墙的弹性抗侧刚度估算公式、剪切承载力估算公式,提出带缝钢板剪力墙的理论骨架线和适合工程应用的简化骨架线,得到一些有意义结论。
Basis on the FEM analyses and test study of the slitted steel shear wall, the formulas to estimate the elastic lateral stiffness and shear bearing are deduced in this paper. The theoretical and simplified skeleton curves are also presented in this paper. Some useful conclusions are given.
出处
《广州建筑》
2006年第4期14-17,共4页
GUANGZHOU ARCHITECTURE
关键词
钢板剪力墙
抗侧刚度
承载力
骨架线
steel shear wall
lateral stiffness
load-carrying capacity
skeleton curves
