| 震后可恢复功能的预应力钢结构体系研究展望 |
| |
| 引用本文： | 张爱林, 张艳霞, 刘学春. 震后可恢复功能的预应力钢结构体系研究展望[J]. 北京工业大学学报, 2013, 39(4): 507-515. |
| |
| 作者姓名： | 张爱林 张艳霞 刘学春 |
| |
| 作者单位： | 1. 北京工业大学建筑工程学院,北京,100124
2. 北京工业大学建筑工程学院,北京100124;北京建筑工程学院工程结构与新材料工程研究中心,北京100044 |
| |
| 基金项目： | 国家自然基金重点资助项目，国家自然基金资助项目，北京市学术创新团队资助项目 |
| |
| 摘 要： | 作者从震后可恢复功能的钢框架体系、钢框架-中心支撑体系、钢柱脚、钢支撑、钢板剪力墙等5个方面对国内外研究现状进行综述与分析,指出了震后可恢复功能的预应力钢结构需要进一步深入研究的结构体系、构件和节点构造等关键问题.
|
| 关 键 词： | 震后可恢复功能结构 预应力钢结构体系 抗震性能 残余变形 |
| 收稿时间： | 2011-12-15 |
Research Outlook of Earthquake Resilient Prestressed Steel Structures |
| |
| ZHANG Ai-lin, ZHANG Yan-xia, LIU Xue-chun. Research Outlook of Earthquake Resilient Prestressed Steel Structures[J]. Journal of Beijing University of Technology, 2013, 39(4): 507-515. |
| |
| Authors: | ZHANG Ai-lin ZHANG Yan-xia LIU Xue-chun |
| |
| Affiliation: | 1(1.College of Architecture and Civil Engineering,Beijing University of Technology,Beijing 100124,China; 2.Beijing Higher Institution Engineering Research Center of Structural Engineering and New Materials, Beijing University of Civil Engineering and Architecture,Beijing 100044,China) |
| |
| Abstract: | The anthors provided a literature review of steel self-centering systems,including self-centering moment resisting frame,self-centering concentrically-braced frame,post-tensioned column bases,self-centering energy dissipative bracing system and self-centering steel plate shear walls.The key problems about structures,elements and connection details which need to be further investigated were proposed. |
| |
| Keywords: | earthquake resilient structures prestressed steel structures seismic behavior residual drift |
| 本文献已被 CNKI 万方数据 等数据库收录！ |
| 点击此处可从《北京工业大学学报》浏览原始摘要信息 |
|
点击此处可从《北京工业大学学报》下载全文 |
