FLEXIBLE FOUNDATION EFFECT ON COUPLED SHEAR WALLS.

被引：0
|
作者：
Tso, W.K.
Chan, P.C.K.
机构：
来源：
Iron and Steel Engineer | 1972年 / 69卷 / 11期
关键词：
CONCRETE CONSTRUCTION - FOUNDATIONS - Stresses;
D O I：
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学科分类号：
摘要：
Based on the continuum method of analysis, closed form solutions are obtained for the stresses and deflections of a coupled shear wall resting on flexible foundation. Both vertical and rotational foundation compliances are taken into consideration. The loadings considered include a point load at the top, a uniformly distributed load and a triangularly distributed load along the height of the building.
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页码：678 / 683
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