| 钢框架刚性连接的抗震性能分析 |
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| 引用本文： | 刘朝科. 钢框架刚性连接的抗震性能分析[J]. 包钢科技, 2006, 32(6): 29-31 |
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| 作者姓名： | 刘朝科 |
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| 作者单位： | 西安科技大学,陕西,西安,710054 |
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| 摘 要： | 通常认为钢框架具有良好的抗震性能,但在最近的几次大地震中许多高层钢结构房屋的梁柱刚性连接节点受到严重破坏.这说明传统的刚性连接框架在某些方面存在不足之处.文章对刚性连接框架的形式以及抗震性能进行了深入的分析和总结,并在设计、构造、及施工三方面对提高刚性连接框架的抗震性能提出一些意见和建议.
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| 关 键 词： | 梁-柱刚性连接节点 常用设计法 栓焊混合连接 延性 |
| 文章编号： | 1009-5438（2006）06-0029-03 |
| 收稿时间： | 2006-06-03 |
| 修稿时间： | 2006-06-03 |
Analysis of the Aseismatic Capability of the Beam-column Connection in Steel Frame |
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| LIU Chao-ke. Analysis of the Aseismatic Capability of the Beam-column Connection in Steel Frame[J]. Science & Technology of Baotou Steel(Group) Corporation, 2006, 32(6): 29-31 |
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| Authors: | LIU Chao-ke |
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| Abstract: | Steel frame has nice aseismatic capability, but the rigid joints of beam column construction of highrise buildings were damaged in the Northridge earthquake and the Hanshen earthquake. It shows that there are some deficiencies in the traditional steel frame.The paper deeply analyses and summarizes the form and the shock resistant of the frames,then gives some advices on the design and the construction. |
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| Keywords: | rigid joints of beam column construction general design method belted and welded connection ductility |
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