半刚性连接钢结构理论与设计研究的综述

舒兴平; 袁智深; 张再华; 段祺成

doi:10.13204/j.gyjz200906003

半刚性连接钢结构理论与设计研究的综述

doi: 10.13204/j.gyjz200906003

1.
湖南大学土木工程学院钢结构研究所,长沙 410082

基金项目:

国家自然科学基金资助项目(50748029)

详细信息

作者简介:
舒兴平，男，1962年4月出生，博士，教授，博士生导师，国家一级注册结构工程师。E-mail:hnlget@163com

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- 文章访问数: 112
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- 被引次数: 0
出版历程
- 收稿日期: 2009-02-10
- 刊出日期: 2009-06-20

SUMMARY OF RESEARCH ON THEORY AND DESIGN OF SEMI-RIGID STEEL STRUCTURES

1.
Steel Structural Institute of Civil Engineering College of Hunan University,Changsha 410082,China

摘要

摘要: GB500172003《钢结构设计规范》提出在对半刚性连接钢结构进行内力分析时，要考虑连接变形的影响，但并未对其分析与设计方法作出具体规定。通过对国内外钢结构半刚性连接研究现状包括试验研究、理论分析和设计方法等几个方面的介绍，并对美国、欧洲、加拿大、澳大利亚、香港等国家和地区的钢结构设计规范中连接节点分类方法及半刚性连接计算设计方法进行了探讨和总结，为我国钢结构设计规范的修订提供参考。
- 钢结构 /
- 半刚性连接 /
- 理论与设计
Abstract: It's proposed that the effect of the connections' deformation should be considered in structural analysis of semi-rigid steel structures in Code for Design of Steel Structures(GB 500172003),but there is no specific provision for its analysis and design method.The present research situation of semi-rigid connection of steel structures is introduced,including experimental study,theoretic analysis and design methods,etc.Furthermore,the classification and design methods of semi-rigid connections in steel structure design specifications of the USA,Europe,Canada,Australia,Hong Kong are discussed and summarized,providing the reference for the revision of our country's steel structure design code.
- steel structure /
- semi-rigid connection /
- theory and design

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