半刚性梁柱组合节点的研究现状
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摘要
全面介绍了半刚性梁柱组合节点的研究现状和发展趋势,包括试验研究、理论分析模型和滞回模型等几个方面,指出了需要进一步研究的问题和方向。
In this paper, the present research situation and development trend of semi-rigid composite beam-to-column joints are introduced, including experimental investigation, theoretic analysis models and hysteretic models etc.. The aspects for further research on semi-rigid composite beam-to-column joints are presented.
In this paper, the present research situation and development trend of semi-rigid composite beam-to-column joints are introduced, including experimental investigation, theoretic analysis models and hysteretic models etc.. The aspects for further research on semi-rigid composite beam-to-column joints are presented.
引文
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[3]J.M.Cabrero,E.Bayo,胡大柱,半刚性连接钢结构实用设计方法的发展,建筑钢结构进展,2005,7(4),63-63.
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[5]Zandonini R.Semi-rigid composite joints.In:Narayanan R,editor.Structural Connections:Stability and Strength[M].London:Elsevier Applied Science,1989:63-120.
[6]L.Si moes da Silva,Rui D.Si moes,Paulo J.S.Cruz:Experi-mental behaviour of end-plate beam-to-column composite joints under monotonical loading[J],Engineering Structures,2001,23:1383-1409.
[7]C.Faella,one-di mension finite approach for the analysis of steel-concrete frames[C],First International Conference on Steel&Composite Structures,1976,1245.
[8]M.Kattner1,M.Crisinel,Finite element modelling of semi-rigid composite joints,Computers and Structures,2000,78:341-353.
[9]何天森,李国强,平端板连接组合节点性能研究[J],建筑钢结构进展,2004,6(4):43-49.
[10]王燕,厉见芬,钢结构半刚性梁柱节点连接的杠杆力分析与计算[J],建筑钢结构进展,2004,6(2):43-46.
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[15]Altmann R,Maquoi R,Jaspart JP.Experi mental study of the nonlinear behaviour of beam-to-column composite joints[J].Journal of Constructional Steel Research1991,18(1):45-54.
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[18]Tschemmernegg F.Non-linear behavior of composite joints[J].Journal of Constructional Steel Research,1992,21(1-3):59-70.
[19]Badran M.Tests onsemi-rigidcompositejoints.In:Wald F,editor.COST C1-Semi-rigid behaviour of civil engineering structuralconnections[R].Prague,1994:141-146.
[20]Ren P.Numerical modelling and experi mental analysis of steelbeam-to-column connections allowing for the influence ofreinforced-concrete slabs[D].Ph.D.Thesis,Lausanne,1995.
[21]Xiao Y,Choo BS,Nethercot DA.Composite connections in steel and concrete-I.Experi mental behaviour of composite beam-columnconnections[J].Journal of Constructional Steel Research1994,31(1):3-30.
[22]Anderson D,Najafi AA.Performance of composite connec-tions:major axis end plate joints[J].Journal of Construc-tional SteelResearch1994,31(1):31-57.
[23]A.P.Gardner,H.M.Goldsworthy,Experi mental investiga-tion of the stiffness of critical componentsin a moment-resis-ting composite connection[J],Journal of Constructional Steel Research,2005,61:709-726.
[24]N.D.Brown,D.Anderson,Structural properties of compos-ite major axis end plate connections[J],Journal of Construc-tional Steel Research,2001,57:327-349.
[25]Wang J.Y.Nonlinear analysis of semi-rigid composite joints under lateral loading experi mental and theoretical study[D],Ph.Dthesis,the Hong Kong Polytechnic University,1999.
[26]T.Q.Li,D.A.Nethercot&B.S.Choo,Behaviour of Flush End-plate Composite Connections with Unbalanced Moment and Variable Shear/Moment Ratios-I.Experi mental Behaviour[J],J.Construct.Steel Res.1996,38(2):125-164.
[27]J.M.Aribet and A.Lachal,Partial shear connection adjacent to a beam-to-column composite joint subject to static and cy-clic loads[C],First international conference onsteel&com-posite structures,Pusan,Korea,June14-16,2001.
[28]Dan Dubina,Adrian Ciutina,Aurel Stratan,Cyclic Tests on Bolted Steel and Composite Double-Sided Beam-to-columnJoints[C],First international conference onsteel&compos-ite structures,Pusan,Korea,June14-16,2001.
[29]J.B.Davison,D.Lam,D.A.Nethercot,Semi-rigid action of composite joints[J].The Structural Engineer,1990,38(24):489-499.
[30]Sedlacek G,Weynand K,Byung-Seung Kong,Saal H,KlinkenbergA,Bode H,Kronenberger H.Research work done in Germanyin the field of semi-rigid connections.In:Wald F,editor.COST C1-Semi-rigid behaviour of civil engi-neering structural connections[R].Prague,1994:121-130.
[31]王秀丽,殷占忠,李庆福,李大军,新型钢框架梁柱节点抗震性能试验研究[J],建筑钢结构进展,2005,7(4):42-46.
[32]高华杰,支托型半刚性组合节点的试验研究[D],南京工业大学申请硕士学位论文,2002.
[33]过轶青,端板型半刚性钢-混凝土组合节点的试验研究[D],南京工业大学申请硕士学位论文,2003.
[34]过轶青,胡夏闽,端板型钢-混凝土组合节点受弯承载力塑性计算方法[J],钢结构,2003(1):16-19.
[35]胡夏闽,过轶青,半刚性组合节点初始转动刚度计算[J],工业建筑,2004(3):71-73.
[36]胡夏闽,过轶青,高华杰,刘建平,半刚性钢-混凝土组合节点受弯承载力的计算[J],南京工业大学学报(自然科学版)2002,24(5):25-29.
[37]杨丽,半刚性组合节点在低周反复荷载作用下的性能[D],南京工业大学申请硕士学位论文,2004.
[38]石文龙,平端板连接半刚性梁柱组合节点的试验与理论研究[D],同济大学申请博士学位论文,2006,3.
[39]黄峥,半刚性钢-混凝土组合框架的动力性能研究[D],南京工业大学申请硕士学位论文,2005.
[40]王静峰,竖向荷载作用下半刚性连接组合框架的实用设计方法[D],同济大学申请博士学位论文,2005.
[41]刘清平,水平荷载作用下半刚性连接组合框架的实用设计方法[D],同济大学申请博士学位论文,2006.
[42]Elnashai AS,Broderick BM,Dowling PJ.Earthquake-resist-ant composite steel/concrete structures[J].Structural Engi-neer,1995,73(8):121-132.
[43]J.Y.Richard Liew,T.H.Teo,N.E.Shanmugam,C.H.Yu,Testing of steel-concrete composite connections and appraisal of results[J],Journal of Constructional Steel Research,2000,56:117-150.
[44]L.Calado,L.Si moes da Silva,and R.Si moes,Cyclic Behavior of Steel and Composite Beam-to-Column Joints[J],2000,159-169.
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