| 钢-混凝土组合剪力墙抗震性能研究简述 | |
| 廖飞宇 ; 陶忠 ; 韩林海 ; Liao Feiyu ; Tao Zhong ; Han Linhai | |
| 2010-06-07 ; 2010-06-07 | |
| 关键词 | 钢管混凝土组合剪力墙 抗震性能 延性 恢复力模型 shear wall framed with CFST columns seismic behavior ductility hysteresis model TU398.9 |
| 其他题名 | A state-of-the-art review of composite shear walls under cyclic loading |
| 中文摘要 | 钢-混凝土组合剪力墙可以充分发挥钢和混凝土2种材料的优势,改善传统钢筋混凝土剪力墙延性和耗能能力较差的缺点,在钢-混凝土混合结构中具有应用优势。本文简要介绍了国内外一些新型的钢-混凝土组合剪力墙,并简述了其抗震性能的研究现状,最后对一些关键问题进行了初步探讨。; Composite shear walls are currently being used in the construction of tall building.They can give full play to the advantages of steel and concrete and have better dynamic behavior,such as ductility and ability of dissipating energy than the traditional reinforced concrete shear wall.So they have great advantage to be used in steel-concrete hybrid structures.This paper briefly introduces some new kinds of composite shear walls and does a state of the art review of them.Key issues are discussed in the research of their dynamic behavior.; 国家自然科学基金项目(50608019); 教育部科学技术研究重点项目(205083) |
| 语种 | 中文 ; 中文 |
| 内容类型 | 期刊论文 |
| 源URL | [http://hdl.handle.net/123456789/47400]  |
| 专题 | 清华大学 |
| 推荐引用方式 GB/T 7714 | 廖飞宇,陶忠,韩林海,等. 钢-混凝土组合剪力墙抗震性能研究简述[J],2010, 2010. |
| APA | 廖飞宇,陶忠,韩林海,Liao Feiyu,Tao Zhong,&Han Linhai.(2010).钢-混凝土组合剪力墙抗震性能研究简述.. |
| MLA | 廖飞宇,et al."钢-混凝土组合剪力墙抗震性能研究简述".(2010). |
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