| 异形柱框架结点受力性能研究 |
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| 引用本文： | 崔清洋,胡必武.异形柱框架结点受力性能研究[J].盐城工学院学报(自然科学版),2004,17(4):59-62. |
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| 作者姓名： | 崔清洋 胡必武 |
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| 作者单位： | 1. 盐城工学院,建筑工程系,江苏,盐城,224003
2. 宁夏大学,土木工程系,银川,750021 |
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| 摘 要： | 研究钢筋混凝土框架顶层T形柱梁边结点在单调荷载作用下的受力性能，分析框架梁纵筋在结点处的锚固构造及结点的破坏机理和破坏方式，根据试验结果提出结点抗剪承载力公式。
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| 关 键 词： | T形柱 结点 承载力 锚固 |
| 文章编号： | 1671-5322(2004)04-0059-04 |
| 修稿时间： | 2004年8月20日 |
An Experimental Investigation into Behavior of Exterior Beam-t Column Joints |
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| CUI Qing-yang,HU Bi-wu.An Experimental Investigation into Behavior of Exterior Beam-t Column Joints[J].Journal of Yancheng Institute of Technology(Natural Science Edition),2004,17(4):59-62. |
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| Authors: | CUI Qing-yang HU Bi-wu |
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| Institution: | CUI Qing-yang~1,HU Bi-wu~21.Department of Architecture and Civil Engineering,Yancheng Institute of Technology,Yancheng 224003,China2.Department of Civil Engineering,Ningxia University,Yinchuan 750021,China |
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| Abstract: | The test rerults of ten exterior beams -T column joints on the top floor under monotonous loading are reported. The anchorage of beam and the failure mechanics of the joints are also discussed. Based on the experimental results,a formula to calculate the shear capacity of the joints is put forward. |
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