摘要
本文提出一种简化计算高层剪力墙结构水平位移和转角的方法,即通过对高层剪力墙结构简化处理得到等效常截面常刚度悬臂杆,基于此简化模型可以利用叠加法和共轭梁法来简化计算结构在水平荷载的作用下各节点处的水平位移和转角。
This paper gives a simplified calculation of the horizontal displacement and angle of the tall shear wall strueture. Through the analysis of tall shear wall structure,it can be equivalent into a cantilever bar of constant eross- seetion and constant stiffness. Based on this simplified model,we can use superposition method and conjugate beam method to ealeulation the horizontal displacement and angle of the structure by horizontal loading.
出处
《福建建材》
2011年第5期6-7,44,共3页
Fujian Building Materials
关键词
剪力墙
悬臂杆
叠加法
共轭梁法
tall shear wall structure
cantilever bar
superposition method
conjugate beam method
