框架與剪力墻的剛度配置
王壽康
- 摘 要
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王壽康
（湖南大學(xué) 長沙 410082）[提要] 對變剛度框架．剪力墻結(jié)構(gòu)，提供了估定剪力墻最小剛度的方法：1）通過圖表，估定底部若干樓層的剪力墻最小剛度；2）采用+個結(jié)構(gòu)參數(shù)作為比例常數(shù)，算出其余樓層的剪力墻剛度。方法簡單、快速、有效。文末給出了算例，以供參考。
[關(guān)鍵詞] 剛度配置 框架-剪力墻 結(jié)構(gòu)設(shè)計 高層建筑結(jié)構(gòu)A rapid hand method is presented for the assessment of the minimum shear wall stiffness of non-uniform frame-wall structures. The method is camed out in two steps: the minimum shear wall stiffness of the lowest section of stories is found as if the non-uniform system were uniform; the shear wall stiffness of upper stories is computed in a simple proportion of a structural parameter. A numerical example ends the paper.
Keywords: stiffness proportion; design; frame-wall structures; tall building
