钢-混凝土组合剪力墙抗震研究与发展
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摘要
剪力墙是高层建筑抗震的主要抗侧力体系,随着大型复杂高层建筑的快速发展,对剪力墙抗震性能的要求也越来越高,钢-混凝土组合剪力墙就是一种抗震性能好的剪力墙。国内外在钢-混凝土组合剪力墙抗震研究方面,从抗震性能到设计方法和工程应用都取得了较快的发展。本文介绍了国内外有关钢-混凝土组合剪力墙抗震研究的部分成果,同时介绍了笔者提出的钢-混凝土多重组合剪力墙及其抗震研究情况,包括工程应用情况。已有研究表明:钢-混凝土组合剪力墙特别是钢-混凝土多重组合剪力墙,具有良好的抗震屈服机制和多道抗震防线,抗震耗能能力强,工程应用价值较大。
Shear walls are the main anti-lateral force system for the seismic design of high-rise buildings.With the development of large-scale complicated high-rise buildings,requirements for seismic performance of shear walls have become more sophisticated.The steel-concrete composite shear wall shows good seismic performance.It has made rapid development at home and abroad through the research of seismic performance in the way of seismic design to the practical engineering application of steel-concrete shear walls.In this paper,part of the achievements related to the composite wall is introduced.In the mean time,the project application and the multiple steel-concrete composite shear wall invented by the author's project group is introduced.Studies have shown that the steel-concrete composite shear wall,especially the multiple steel-concrete composite shear wall,shows effective seismic yielding mechanism,remarkable seismic energy-dissipation capacity and multiple seismic defence lines.It has high value to engineering applications.
Shear walls are the main anti-lateral force system for the seismic design of high-rise buildings.With the development of large-scale complicated high-rise buildings,requirements for seismic performance of shear walls have become more sophisticated.The steel-concrete composite shear wall shows good seismic performance.It has made rapid development at home and abroad through the research of seismic performance in the way of seismic design to the practical engineering application of steel-concrete shear walls.In this paper,part of the achievements related to the composite wall is introduced.In the mean time,the project application and the multiple steel-concrete composite shear wall invented by the author's project group is introduced.Studies have shown that the steel-concrete composite shear wall,especially the multiple steel-concrete composite shear wall,shows effective seismic yielding mechanism,remarkable seismic energy-dissipation capacity and multiple seismic defence lines.It has high value to engineering applications.
引文
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[19]苏幼坡,刘英利,王绍杰.薄钢板剪力墙抗震性能试验研究[J].地震工程与工程振动,2002,22(4):81-84.SU Youpo,LIU Yingli,WANG Shaojie.Experimental study of anti-seismic behavior of thin steel-plate shear walls[J].Journal of Earthquake Engineering and Engineering Vibration,2002,22(4):81-84.(in Chinese)
[20]聂建国,樊健生,黄远,等.钢板剪力墙的试验研究[J].建筑结构学报,2010,31(9):1-8.NIE Jianguo,FAN Jiansheng,HUANG Yuan,et al.Experimental research on steel plate shear wall[J].Journal of Building Structures,2010,31(9):1-8.(in Chinese)
[21]Cao Wanlin,Zhang Wenjiang,Zhang Jianwei,et al.Test on embedded perforated steel plate shear wall with concrete filled steel tubular columns[J].Advanced Materials Research,2011,V243-249:1450-1455.
[22]张建伟,曹万林,董宏英,等.不同构造措施的钢管混凝土边框钢板剪力墙抗震性能试验研究[J].防灾减灾工程学报,2011,31(4):450-456.ZHANG Jianwei,CAO Wanlin,DONG Hongying,et al.Experimental study on seismic performance of steel-plate shear walls withconcrete filled steel tube columns and different constructional measures[J].Journal of Disaster Prevention and Mitigation Engineering,2011,31(4):450-456.(in Chinese)
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