高层剪力墙结构水平位移和转角简化计算方法的初探  

The research of the simplified calculation of horizontal displacement and angle of the tall shear wall structure

作　　者：孙康 赖正发 高源[3] 王莹 

机构地区：[1]辽宁地质工程勘察施工集团公司,辽宁沈阳110032 [2]中国有色金属工业昆明勘察设计研究院,云南昆明650051 [3]华润(大连)有限公司,辽宁大连116001

出　　处：《福建建材》2011年第5期6-7,44,共3页Fujian Building Materials

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.

关 键 词：剪力墙 悬臂杆 叠加法 共轭梁法 

分 类 号：TU973.2[建筑科学—结构工程]