| 钢框架半刚性连接性能研究 |
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| 引用本文： | 王新武,孙犁.钢框架半刚性连接性能研究[J].武汉理工大学学报,2002,24(11):33-35. |
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| 作者姓名： | 王新武 孙犁 |
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| 作者单位： | 1. 武汉理工大学
2. 洛阳工业高等专科学校 |
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| 基金项目： | 建设部科技攻关项目 (0 1- 2 - 0 85 ) |
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| 摘 要： | 给出了几种典型的梁柱半刚性连接形式，通过分析半刚性连接的弯矩-转角曲线，讨论了半刚性连接具有的一些特性，以一个单梁两端不同的约束情况为例，分析了半刚性连接的受力性能，最后，介绍了半刚性连接的柔性对钢框架的影响。
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| 关 键 词： | 连接性能 钢框架 半刚性连接 初始刚度 连接形式 受力性能 |
| 文章编号： | 1671-4431(2002)11-0033-03 |
| 修稿时间： | 2002年7月9日 |
Research of Behaviour of Semi-rigid Connections in Steel Frame |
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| Wang Xinwu Sun Li Student for Ph. D.,School of Civil Engineering and Architecture,WUT,Wuhan ,China..Research of Behaviour of Semi-rigid Connections in Steel Frame[J].Journal of Wuhan University of Technology,2002,24(11):33-35. |
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| Authors: | Wang Xinwu Sun Li Student for Ph D School of Civil Engineering and Architecture WUT Wuhan China |
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| Affiliation: | Wang Xinwu Sun Li Student for Ph. D.,School of Civil Engineering and Architecture,WUT,Wuhan 430070,China. |
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| Abstract: | Several types of semi rigid beam to column connections are presented in this paper. Characteristics of semi rigid connections are showed after the moment rotations curves are analyzed. The mechanical properties of semi rigid connections are introduced according to a single beam with three kinds of different supports. At last, it is concluded that semi rigid connections flexibility has an important influence on frame behaviour. |
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| Keywords: | steel frame semi rigid connection initial rigid |
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