新型带防屈曲支撑钢连梁结构体系
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摘要
分析了联肢剪力墙在水平力作用下的破坏机制,介绍了联肢剪力墙连梁的国内外发展现状及发展趋势,提出了一种新型带防屈曲支撑的钢连梁结构体系,并对其进行了概念分析和应用前景分析,指出了带防屈曲支撑钢连梁结构体系有待研究的主要问题。
In this paper,the failure mechanism of coupling shear walls on the horizontal force is analyzed,the domestic and overseas developing status and developing tend on coupling beam in shear wall have been introduced,and a new structural system of steel coupling beam with bucking restrained brace has been put forward.Its concept analysis and application prospect analysis have been made.Some main problems need to be studied on the structural system of steel coupling beam with bucking restrained brace have been pointed out.
引文
[1]邓志恒,潘峰,陶晓光,等.新型组合连梁控制结构体系[J].世界地震工程,2003,9(3):6-11.
    [2]井晓娟.型钢混凝土连梁受力性能的研究[D].西安:西安建筑科技大学,2009.
    [3]滕军,马伯涛,周正根,等.提高联肢墙抗震性能的连梁耗能构件关键技术[J].工程抗震与加固改造,2007(5):1-6.
    [4]伍云天,李英民,刘立平.美国组合联肢剪力墙抗震设计方法探讨[J].建筑结构学报,2011,32(12):137-144.
    [5]叶振.钢连梁混凝土墙肢节点抗震性能研究[D].长沙:中南大学,2009.
    [6]潘超,翁大根.耗能剪力墙结构体系研究进展[J].结构工程师,2011,27(2):160-167.
    [7]阎奇武,武建辉.带钢连梁混合联肢剪力墙的研究与发展[J].中国西部科技,2010,9(2):1-3.
    [8]董宏英,蒋峰,曹万林.钢—混凝土组合剪力墙抗震研究与发展[J].地震工程与工程振动,2012,3(1):54-61.
    [9]EI-TawilS,Harries K A,Fortmey P J,et a1.Recommendations for seismic design of hybrid coupled wall systems[M].Reston,VA.USA:American Society of Civil Engineers,2010.
    [10]EI-Tawil S,Fortney P J,Harries K A,et a1.Seismic design of hybrid coupled wall systems:state of the art[J].Journal of Structural Engineering,ASCE,2010,136(7):755-769.
    [11]邓志恒,林倩,胡强,等.新型钢桁架连梁的抗震性能试验研究[J].振动与冲击,2012,31(1):76-81.
    [12]刘其舟,林倩,徐冬晓,等.钢桁架连梁非线性有限元分析[J].四川建筑科学研究,2012,38(4):19-22.
    [13]李波.消能减震结构基于性能的抗震设计理论与方法研究[D].西安:西安建筑科技大学,2007.
    [14]Tsai Keh-Chyuan,Hsiao Po-Chien,Wang Kung-Juin,et al.Pseudo-dynamic Tests of a Full-scale CFT/BRB Frame—Part I:Specimen Design,Experiment and Analysis[J].Earthquake Engineering&Structural Dynamics,2008,37(7):1081-1098.
    [15]Tsai Keh-Chyuan,Hsiao Po-Chien.Pseudo-dynamic Tests of a Full-scale CFT/BRB Frame—Part II:Seismic Performance of Buckling-restrained Braces and Connections[J].Earthquake Engineering&Structural Dynamics,2008,37(7):1099-1115.
    [16]胡宝琳,李国强,孙飞飞.屈曲约束支撑体系的研究现状及其国内外应用[J].四川建筑科学研究,2007,33(4):9-13.
    [17]李国强,胡宝琳,孙飞飞,等.国产TJI型屈曲约束支撑的研制与试验[J].同济大学学报:自然科学版,2011,39(5):631-636.
    [18]贾明明,张素梅,吕大刚,等.抑制屈曲支撑布置原则对钢框架抗震性能的影响[J].工程力学,2009,26(7):140-146.
    [19]ASCE.Minimum design loads for buildings and other structures[M].Rston:American Society Civil Engineers,2006.
    [20]张毅刚,杨大彬,吴金志.基于性能的空间结构抗震设计研究现状与关键问题[J].建筑结构学报,2010,31(6):145-152.
    [21]吕西林,陈云,毛苑君.结构抗震设计的新概念——可恢复功能结构[J].同济大学学报:自然科学版,2011,39(7):981-948.

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