黄东升  程文望  彭  飞
    （东南大学土木工程学院  南京 210 018）

[提要]  通过弹性有限单元分析，给出了8,10,12层整体系数a=4~10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，并给出了设计表格。
[关键词]  短肢剪力墙  肢高厚比

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.is from 4 to l0. 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.
Keywords:  shear wall; short piers; ratio; height to thickness