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改善混凝土剪力墙抗震性能的研究

Research on improving seismic behavior of reinforced concrete shear wall

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【作者】 李广山

【Author】 Li Guangshan (Civil Engineering Firm of Cangzhou Corporation,China Salt Group Company,Huanghua 061100,China)

【机构】 中盐沧州盐业集团基建工程公司 河北黄骅061100

【摘要】 混凝土剪力墙被广泛运用于各类结构体系中。它作为主要的抗侧力单元,其刚度大、承载力高,但当剪力墙以受剪破坏为主时,其抗震性能较差。为此,不少学者提出了各种改善混凝土剪力墙抗震性能的措施。本文对几种采用不同构造措施的剪力墙作了简要介绍,特别是介绍一种新型双重组合剪力墙。

【Abstract】 RC shear wall has been widely used in various structure systems.RC shear wall,as a main component to resist lateral force,has large load-carrying capacity and high stiffness,but its seismic behavior is worse when its failure mode is shear failure.So many scholars put forward several new measures to improve the seismic behavior of shear walls.The shear walls with some new structural measures are summarized in this paper,especially a new double composite shear wall will be introduced.

  • 【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】TU375
  • 【被引频次】3
  • 【下载频次】214
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