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    黃東升  程文望  彭  飛
    （東南大學(xué)土木工程學(xué)院  南京 210 018）

[提要]  通過(guò)彈性有限單元分析，給出了8,10,12層整體系數(shù)a=4~10的短肢剪力墻的判別系數(shù) ζ 。導(dǎo)出了墻肢截面為T(mén)形、L形，對(duì)稱(chēng)的雙肢短肢剪力墻最小肢高厚比公式，并給出了設(shè)計(jì)表格。
[關(guān)鍵詞]  短肢剪力墻  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