| 钢框架结构梁柱刚性节点抗震设计 |
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| 引用本文： | 黄伟. 钢框架结构梁柱刚性节点抗震设计[J]. 山西建筑, 2007, 33(35): 77-78 |
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| 作者姓名： | 黄伟 |
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| 作者单位： | 平顶山工学院土木工程系,河南平顶山,467001 |
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| 摘 要： | 钢框架梁柱刚性连接节点是钢结构抗震设计中的重要环节，在总结了梁柱刚性节点破坏形式的基础上，指出了抗震设计计算的要点，针对具体梁端削弱式节点和梁端加强式节点，提出了相应的构造措施和应用特点，具有一定的工程理论及实践意义。
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| 关 键 词： | 刚性连接节点 抗震设计 梁端削弱式 梁端加强式 |
| 文章编号： | 1009-6825(2007)35-0077-02 |
| 修稿时间： | 2007-07-20 |
Earthquake-resistance design of steel structure rigid joint |
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| HUANG Wei. Earthquake-resistance design of steel structure rigid joint[J]. Shanxi Architecture, 2007, 33(35): 77-78 |
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| Authors: | HUANG Wei |
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| Abstract: | Beam-column rigid joint of steel structure is very important in the earthquake-resistance design of steel structure.On the base of summarizing the destroy form of the beam-column rigid joint in earthquake,this article points out the outline in earthquake-resistance design calculating of steel structure.Aiming at the mode of weakening in the end of beam and the mode of strengthening in the end of beam,this article put foreword the correspond detailing measures and appliance characteristics,therefore the article takes on somewhat engineering theoretical and practical significance. |
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| Keywords: | rigid joint earthquake-resistance design the mode of weakening in the end of beam the mode of strengthening in the end of beam |
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