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可恢复功能剪力墙结构研究进展

State-of-the-art of the research advances on resilient shear walls

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【作者】 蒋欢军刘其舟

【Author】 JIANG Huan-jun;LIU Qi-zhou;State Key Laboratory for Bisaster Keduotion in Civil Engineering,Tongji University;

【机构】 同济大学土木工程防灾国家重点实验室

【摘要】 近年来,可恢复功能结构逐渐成为了抗震工程研究的热点。可恢复功能剪力墙,主要包括:配合框架结构同时使用的摇摆或自复位剪力墙,通过摇摆减轻地震作用的破坏,通过自重或施加预应力使结构复位;应用于剪力墙结构中的可更换剪力墙,通过对破坏部位的更换实现结构功能的快速恢复。介绍了自复位剪力墙结构,摇摆剪力墙结构及可更换剪力墙结构的相关研究进展,对研究领域的成果和不足进行了总结,并指出研究领域中存在的空白。

【Abstract】 In recent years,earthquake resilient structure has become a research hotspot of the seismic engineering.The earthquake resilient shear walls include the rocking or self-centering shear wall cooperated with frame structure and the replaceable shear wall. The former reduces the seismic destruction effect through rocking and restores to its the original position through self-weight or prestressing forces. The other restores the building through rapidly replacing damaged parts. An overview was presented regarding the development history of self-centering shear walls,rocking shear walls and replaceable shear walls,then the achievements and shortcomings in the field of research were summarized,and the blank areas in the field were pointed out.

【基金】 “十二五”国家科技支撑计划(2012BAJ13B02)
  • 【文献出处】 振动与冲击 ,Journal of Vibration and Shock , 编辑部邮箱 ,2015年07期
  • 【分类号】TU398.2
  • 【被引频次】13
  • 【下载频次】727
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