| 新型带防屈曲支撑钢连梁结构体系 |
| |
| 引用本文： | 孙维东,李九阳,牛心宇,李康.新型带防屈曲支撑钢连梁结构体系[J].长春工程学院学报(自然科学版),2015(1). |
| |
| 作者姓名： | 孙维东 李九阳 牛心宇 李康 |
| |
| 作者单位： | 长春工程学院土木工程学院; 吉林省防灾减灾重点实验室，长春 130012 |
| |
| 基金项目： | 吉林省教育厅“十二五”科学技术研究项目 |
| |
| 摘 要： | 分析了联肢剪力墙在水平力作用下的破坏机制，介绍了联肢剪力墙连梁的国内外发展现状及发展趋势，提出了一种新型带防屈曲支撑的钢连梁结构体系，并对其进行了概念分析和应用前景分析，指出了带防屈曲支撑钢连梁结构体系有待研究的主要问题。
|
| 关 键 词： | 防屈曲支撑 钢连梁 结构体系 |
The new structural system of steel coupling beam with buckling restrained brace |
| |
| Abstract: | In this paper,the failure mechanism of coupling shear walls on the horizontal force is analyzed,the domestic and overseas developing status and developing tend on coupling beam in shear wall have been in-troduced,and a new structural system of steel coupling beam with bucking restrained brace has been put forward.Its concept analysis and application prospect analysis have been made.Some main problems need to be studied on the structural system of steel coupling beam with bucking restrained brace have been pointed out. |
| |
| Keywords: | bucking restrained brace steel coupling beam structural sy stem |
| 本文献已被 万方数据 等数据库收录！ |
