| 钢管混凝土梁柱节点动力性能试验研究 |
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| 引用本文： | 张大旭,张素梅.钢管混凝土梁柱节点动力性能试验研究[J].哈尔滨建筑大学学报,2001,34(1):21-27. |
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| 作者姓名： | 张大旭 张素梅 |
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| 作者单位： | 哈尔滨工业大学 土木工程学院, |
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| 基金项目： | 国家教委优秀年轻教师基金资助项目，黑龙江省优秀留学归国人员基金资助项目 |
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| 摘 要： | 以往的节点试验很少在核心区发生破坏，针对这一现状设计了两组钢管混凝土柱节点试件，一组考察当梁端发生破坏时节点的动力性能，另一组考察在消弱核心区情况下节点核心区发生破坏时节点的动力性能。试验结果证明钢管混凝土染柱节点具有较高的抗剪承载力和良好的抗震能力。
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| 关 键 词： | 钢管混凝土 梁柱 节点 动力性能 滞回曲线 |
| 文章编号： | 1006-6780(2001)01-0021-07 |
| 修稿时间： | 2000年8月21日 |
Dynamic behavior of joints between concrete-filled steel tubes and beams |
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| ZHANG Da-xu,ZHANG Su-mei.Dynamic behavior of joints between concrete-filled steel tubes and beams[J].Journal of Harbin University of Civil Engineering and Architecture,2001,34(1):21-27. |
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| Authors: | ZHANG Da-xu ZHANG Su-mei |
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| Abstract: | Describes the four specimens designed to check the dynamic property with failure happened in beams the dynamic and the joint core area because there were few tests failed in the core area of the joints between concrete-filled steel tubular columns and beams before and concludes from the test results that the beam-column joints have high shear strength and good seismic behavior. |
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