| 半刚接钢框架的节点性能研究综述 |
| |
| 引用本文： | 闫竹玲,郝际平. 半刚接钢框架的节点性能研究综述[J]. 山西建筑, 2009, 35(9): 4-5 |
| |
| 作者姓名： | 闫竹玲 郝际平 |
| |
| 作者单位： | 1. 延安大学土木工程教研室,陕西延安,716000
2. 西安建筑科技大学土木学院,陕西西安,710055 |
| |
| 摘 要： | 主要介绍了半刚性连接的类型、受力特性及其常用的研究问题的方法等，重点讨论了半刚性连接的两种受力关系，即约束关系和滞回关系，以促进半刚接钢框架节点性能的研究，为工程设计和分析提供一定的基础。
|
| 关 键 词： | 半刚接 钢框架 约束关系 滞回曲线 M-θ曲线 |
A review of study on the joint behavior of semi-rigid steel frame |
| |
| YAN Zhu-ling,HAO Ji-ping. A review of study on the joint behavior of semi-rigid steel frame[J]. Shanxi Architecture, 2009, 35(9): 4-5 |
| |
| Authors: | YAN Zhu-ling HAO Ji-ping |
| |
| Affiliation: | YAN Zhu-ling HAO Ji-ping |
| |
| Abstract: | The types,stress characteristics and common methods of investigation problems of semi-rigid joint were introduced,and two kinds of stress relation of semi-rigid joint were discussed mainly,which were constraint relation and hysteretic relation,so as to promote the study on the joint behavior of semi-rigid steel frame,and provide a certain foundation for engineering design and analysis. |
| |
| Keywords: | semi-rigid steel frame constraint relation hysteretic curve M-θ curve |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
|
