| 组合剪力墙的抗震研究与发展 |
| |
| 引用本文： | 王敏,曹万林,张建伟.组合剪力墙的抗震研究与发展[J].地震工程与工程振动,2007,27(5):80-87. |
| |
| 作者姓名： | 王敏 曹万林 张建伟 |
| |
| 作者单位： | 1. 北京工业大学,建筑工程学院,北京,100022;城市与工程安全减灾省部共建教育部重点实验室,北京,100022
2. 北京工业大学,建筑工程学院,北京,100022 |
| |
| 基金项目： | 国家自然科学基金项目(50678010)，北京市属市管高校拔尖创新人才基金(05004311200501)，城市与工程安全减灾教育部重点实验室基金项目 |
| |
| 摘 要： | 剪力墙是高层建筑结构中的核心抗侧力部件,研制抗震性能好的剪力墙,是建筑抗震设计的关键技术之一。组合剪力墙包括不同材料和不同结构形式的组合,可以发挥不同材料和不同结构形式各自的优势,使剪力墙的延性和耗能能力得以提高,从而改善其抗震性能。本文对国内外一些新型组合剪力墙的抗震研究工作进行了归纳总结,并对其发展作一展望。
|
| 关 键 词： | 混凝土 型钢 钢管 钢板 组合剪力墙 抗震性能 |
| 文章编号： | 1000-1301（2007）05-0080-08 |
| 修稿时间： | 2007-03-09 |
Seismic research and development in composite shear walls |
| |
| WANG Min,CAO Wanlin,ZHANG Jianwei.Seismic research and development in composite shear walls[J].Earthquake Engineering and Engineering Vibration,2007,27(5):80-87. |
| |
| Authors: | WANG Min CAO Wanlin ZHANG Jianwei |
| |
| Institution: | 1. The College of Architecture and Civil Enginecring. Beijing University of Techuology |
| |
| Abstract: | Shear wall is a main component to resist lateral forces,which has been mostly used in high-rise buildings.So to develop the shear walls which have better seismic behavior is one of the key techniques of the seismic design.Composite shear walls include composition of different materials and different structure types,which can fully display the superiority of different materials and different structure types.Ductility and energy dissipation capacity of shear walls have been increased and seismic behavior has been improved.Recent seismic research situation and prospect of composite shear walls around the world have been introduced in this paper. |
| |
| Keywords: | concrete profiled steel steel tube steel plate composite shear wall seismic behavior |
| 本文献已被 CNKI 维普 万方数据 等数据库收录！ |
