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单调及低周反复荷载作用下异形截面框架柱的受剪性能
Shear Properties of T and L-shaped Section Frame Columns under Monotonic and Horizontal Low Cyclic Loadings
【摘要】 根据试验,本文分析了翼缘、低周反复荷载、斜向水平荷载和弯矩比对异形截面框架柱受剪性能的影响,提出了斜截面受剪承载力设计计算公式。
【Abstract】 Based on the test data, the influences of flange, low cyclic loading, slant horizontal loadingand ratio of moment on shear properties of T and L-shaped frame columns have been analyzed inthis paper. Design formulas for the shear strength of such columns are proposed as well.
【关键词】 T、L形截面柱;
受剪性能;
弯矩比;
剪跨比;
【Key words】 T-section column; L-section column; shear property; moment ratio; shear span ratio;
【Key words】 T-section column; L-section column; shear property; moment ratio; shear span ratio;
- 【文献出处】 建筑结构学报 ,JOURNAL OF BUILDING STRUCTURES , 编辑部邮箱 ,1997年05期
- 【分类号】TU32
- 【被引频次】149
- 【下载频次】392