| 地震作用下钢框架梁柱异型节点破坏模式分析 |
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| 引用本文： | 陈俭勇. 地震作用下钢框架梁柱异型节点破坏模式分析[J]. 山西建筑, 2011, 37(30): 46-48 |
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| 作者姓名： | 陈俭勇 |
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| 作者单位： | 武汉科技大学中南分校城市建设学院,湖北武汉,430223 |
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| 摘 要： | 钢框架梁柱节点是钢结构设计中的重要部位和受力的薄弱环节,通过试验的方法研究了此类节点的受力性能、破坏模式和规律,以期为工程实际提供初步的参考。
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| 关 键 词： | 梁柱节点 异型节点 薄弱环节 破坏模式 |
Analysis on steel frame beam-column abnormal joints failure mode under earthquake |
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| CHEN Jian-yong. Analysis on steel frame beam-column abnormal joints failure mode under earthquake[J]. Shanxi Architecture, 2011, 37(30): 46-48 |
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| Authors: | CHEN Jian-yong |
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| Affiliation: | CHEN Jian-yong |
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| Abstract: | Steel frame beam-column joints are the important parts and stress weak link in steel structure design.Through experiments,it studies the stress performance,failure mode and law of the joints,with a view to provide preliminary reference for the engineering practice. |
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| Keywords: | beam-column joints abnormal joints weak links failure mode |
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