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钢管混凝土柱-H型梁节点抗震性能试验研究

王海良,  杨新磊,  任权昌,  董鹏

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文章导航 > 工业建筑  > 2011 >  41(7): 114-119
于海丰, 马亚楠, 马康, 吴扬州, 高二军. 焊接过程对方钢管-C型钢焊接混凝土组合剪力墙受力性能影响研究[J]. 工业建筑, 2021, 51(3): 71-76. doi: 10.13204/j.gyjzG19120303
引用本文: 王海良, 杨新磊, 任权昌, 董鹏. 钢管混凝土柱-H型梁节点抗震性能试验研究[J]. 工业建筑, 2011, 41(7): 114-119. doi: 10.13204/j.gyjz201107025
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Citation: Wang Hailiang, Yang Xinlei, Ren Quanchang, Dong Peng. EXPERIMENTAL STUDIES OF CFT COLUMN TO H-BEAM CONNECTIONS UNDER CYCLIC LOADING[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(7): 114-119. doi: 10.13204/j.gyjz201107025
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钢管混凝土柱-H型梁节点抗震性能试验研究

doi: 10.13204/j.gyjz201107025
  • 1.

    天津城市建设学院土木工程系,天津300384

基金项目: 

天津市高等学校科技发展基金计划项目(20100904)

详细信息
    作者简介:

    王海良, 男, 1966年出生, 教授. E－mail:whl148@live.cn

  • 中图分类号: TU398.9

EXPERIMENTAL STUDIES OF CFT COLUMN TO H-BEAM CONNECTIONS UNDER CYCLIC LOADING

  • 1.

    Department of Civil Engineering,Tianjin Institute of Urban Construction,Tianjin 300384,China

摘要

    摘要
  • 摘要: 为了确保结构安全及优化设计,以一幢28层钢管混凝土结构实际工程为背景,针对3个构造不同的足尺矩形钢管混凝土柱-H型钢梁节点开展了低周反复荷载试验,对节点的破坏形态、滞回曲线、位移延性和耗能等进行了较系统的研究。试验结果表明:3个节点均实现了强柱弱梁、强节点弱构件的设计目标,破坏形态均为梁端形成塑性铰;各节点的滞回曲线均呈梭形,表现出较好的耗能性能;当层间位移角不大于1/50时,节点构造对其承载能力和耗能无显著影响;3个节点的刚度退化规律基本一致。
    Abstract: In order to ensure a safe design of a new building and obtain optimum design,an experimental program consisting of the tests of three full-scale connections with different connections details under cyclic loading,which were alternative design schemes for a twenty-eight-story prototype office building,was conducted to evaluate the seismic behavior of concrete filled rectangular tube column-to-H beam connections.Performance of test specimens was evaluated in terms of failure mode,hysteresis curve,ductility and energy dissipation capacity,etc.Test results showed that all specimens performed in a ductile manner with plastic hinges formed in the beam end near the column face,and exhibited a strong column-weak beam failure mechanism.The hysteresis curves of all connections were full and showed good energy dissipation.There were no obvious discrepancies in load bearing capacity and energy dissipation among three connections when story drift was not beyond 2%.The stiffness degradation trends were similar to each other.
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    • 参考文献(17)
  • Kang C H, Shin K J, Oh Y S, et al. Hysteresis Behavior of CFT Column to H-Beam Connections with External T-Stiffeners and Penetrated Elements[J]. Engineering Structures,2001,23(9);1194-1201.
    [2] Popov E P, Yang T S, Chang S P.Design of MRF Connections Before and After 1994 Northridge Earthquake[J]. Engineering Structures,1998,20(12);1030-1038.
    [3] Nakashima M, Inoue K, Tada M.Classification of Damage to Steel Buildings Observed in the 1995 Hyogoken-Nanbu Earthquake[J]. Engineering Structures,1998,20(4-6);271-281.
    [4] Youssef N F G, Bonowitz D, Gross J L.A Survey of Steel Moment-Resisting Frame Buildings Affected by the 1994 Northridge Earthquake[R]. Rep. No NISTIR 5625. Gaithersburg (Md);National Institute of Standards and Technology,1995.
    [5] Schneider S P, Alostaz Y M.Experimental Behavior of Connections to Concrete-Filled Steel Tubes[J]. Journal of Constructional Steel Research,1998,45(3);321-352.
    [6] Shin K J, Kim Y J, Oh Y S, et al. Behavior of Welded CFT Column to H-Beam Connections with External Stiffeners[J]. Engineering Structures,2004,26(13);1877-1887.
    [7] 宗周红,林于东,陈慧文,等.方钢管混凝土柱与钢梁连接节点的拟静力试验研究[J].建筑结构学报,2005,26(1);77－84.
    [8] Li X, Xiao Y, Wu Y T.Seismic Behavior of Exterior Connections with Steel Beams Bolted to CFT Columns[J]. Journal of Constructional Steel Research,2009,65(7);1438-1446.
    [9] 聂建国,秦凯,刘嵘.方钢管混凝土柱与钢-混凝土组合梁连接的内隔板式节点的抗震性能试验研究[J].建筑结构学报,2006,27(4);1-9.
    [10] 余海群,钱稼茹,颜峰,等.足尺钢梁柱刚性节点抗震性能试验研究[J].建筑结构学报,2006,27(6);18-27.
    [11] 陈以一,李刚,庄磊,等. H 形钢梁与钢管柱隔板贯通式连接节点抗震性能试验[J].建筑钢结构进展,2006,8(1);23－30.
    [12] 徐礼华,凡红,刘胜兵,等.方钢管混凝土柱-钢梁节点抗震性能试验研究与有限元分析[J].工程力学,2008,25(2);122-130.
    [13] 苗纪奎,陈志华,姜忻良.方钢管混凝土柱-钢梁节点承载力试验研究[J].建筑结构学报,2008,29(6);63-68.
    [14] 王先铁,郝际平,周观根.方钢管混凝土穿芯高强螺栓-端板节点滞回性能研究[J].建筑钢结构进展,2009,11(1);33－37.
    [15] CECS 159∶2004矩形钢管混凝土结构技术规程[S].
    [16] American Institute of Steel Construction (AISC). ANSI /AISC 341-05, Seismic Provisions for Structural Steel Buildings[S]. Chicago, IL; AISC,2005.
    [17] 陈庆军,蔡健,杨平,等.节点区柱钢管不贯通式钢管混凝土柱-梁节点抗震性能[J].土木工程学报,2009,42(12);33－42.
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出版历程
  • 收稿日期:  2011-03-17
  • 刊出日期:  2011-07-20

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