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钢-混凝土组合剪力墙抗震性能研究简述

A state-of-the-art review of composite shear walls under cyclic loading

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【作者】 廖飞宇陶忠韩林海

【Author】 Liao Feiyu~(1),Tao Zhong~(1),Han Linhai~(2) (1.College of Civil Engineering,Fuzhou University,Fuzhou 350002,China;2.Department of Civil Engineering,Tsinghua University,Beijing 100084,China)

【机构】 福州大学土木工程学院清华大学土木工程系 福建福州350002福建福州350002北京100084

【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。

【Abstract】 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.

【基金】 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)
  • 【文献出处】 地震工程与工程振动 ,Earthquake Engineering and Engineering Vibration , 编辑部邮箱 ,2006年05期
  • 【分类号】TU398.9
  • 【被引频次】72
  • 【下载频次】918
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