摘要
通过弹性有限单元分析 ,给出了 8,1 0 ,1 2层整体系数α=4～ 1 0的短肢剪力墙的判别系数 ζ。导出了墙肢截面为T形、L形 ,对称的双肢短肢剪力墙最小肢高厚比公式 。
Based on the results of linear finite element analysis,this paper gives out the discriminant coefficient values ζ of 8,10 and 12 storeys shear walls with short piers that the integer coefficient α is from 4 to 10.The formula of the minimum ratio value of the pier height to its thickness is derived for the symmetric coupled shear wall with short piers,in which the piers cross section is T or L shape,and its design tables are also put forward.
出处
《建筑结构》
CSCD
北大核心
2002年第8期10-11,32,共3页
Building Structure
