| H形钢梁与钢管柱隔板贯通式连接节点抗震性能试验 |
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| 引用本文： | 陈以一,李刚,庄磊,黄明鑫,李洁.H形钢梁与钢管柱隔板贯通式连接节点抗震性能试验[J].建筑钢结构进展,2006,8(1):23-30. |
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| 作者姓名： | 陈以一 李刚 庄磊 黄明鑫 李洁 |
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| 作者单位： | 1. 同济大学,土木工程学院,上海,200092
2. 上海拜特钢结构设计有限公司,上海,200437 |
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| 摘 要： | 针对隔板贯通式柱梁连接节点进行了滞回性能试验。试验考察参数有方钢管与圆钢管、隔板贯通形式与内隔板形式、隔板挑出长度、柱上有无轴力等,并对隔板贯通式节点的构造进行了探讨。研究表明,这类节点可以满足现行抗震设计规范的相关要求。
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| 关 键 词： | 钢框架 隔板贯通式节点 试验研究 滞回性能 连接构造 |
| 文章编号： | 1671-9379（2006）01-0023-08 |
| 收稿时间： | 2005-08-01 |
| 修稿时间： | 2005-09-22 |
Experimental Study on the Seismic Performance of Diaphragm through Type Joint Connecting H Beam and Tube Column in Steel Frame |
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| CHEN Yi-yi,LI Gang,ZHUANG Lei,HUANG Ming-xin,LI Jie.Experimental Study on the Seismic Performance of Diaphragm through Type Joint Connecting H Beam and Tube Column in Steel Frame[J].Progress in Steel Building Structures,2006,8(1):23-30. |
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| Authors: | CHEN Yi-yi LI Gang ZHUANG Lei HUANG Ming-xin LI Jie |
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| Abstract: | Experimental research was performed on the hysteretic behavior of beam-column joint with crossing diaphragm. The factors taken into account in the test include the steel circular and rectangular tubes, crossing diaphragm and inner diaphragm, the sizes of protrusion of the diaphragm, and the vertical load on column. The details of the joints with crossing diaphragm are discussed. It is shown by experiments that this kind of joint meets the requirements specified by current seismic design codes. |
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| Keywords: | steel frame joint with crossing diaphragm experimental research hysteretic performance detailing of connection |
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