摘要
根据单调加载６根Ｔ形柱、４根矩形柱以及正向和斜向水平反复加载的５根Ｔ形柱的受剪试验，分析了翼缘、低周反复荷载、斜向水平荷载对Ｔ形截面柱受剪性能的影响，提出了受剪承载力计算公式。
An experimental study is conducted to provide data on shear behavior of rectangular and T-shaped section R. C. columns under monolythic loading, and five T-shaped columns (including three different loading angles) under low cyclic loading were tested. The influences of flange, cyclic loading and slant horizontal loading have been analyzed, design formulas for the strength of T-shaped columns are proposed as well.
出处
《建筑结构》
CSCD
北大核心
1999年第1期27-30,共4页
Building Structure
关键词
T形截面框架柱
翼缘
剪跨比
受剪性能
试验
T-shaped section column
flange
shear -span ratio
shear behavior
