钢货架梁柱节点性能研究综述
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摘要
钢货架梁柱节点的性能对于结构的整体性能有非常重要的影响,文章在研究国内外有关文献的基础上,论述了目前使用最多的钢货架半刚性节点的破坏情况和研究现状,总结了梁柱节点试验研究和理论分析的主要结论和进展情况,并在理论和试验对比分析基础上,提出钢货架节点性能研究的有关建议,指出试验研究及理论分析需要进一步探讨的问题。
The property of beam to column connections in steel storage racks structure is important to the performance of whole rack systems.Based on a research of current literature reviews at home and abroad,this paper discusses about the failure condition of semi-rigid beam to column connections that are used most widely and their research status,presenting summary about some important conclusions and development situations of practical experiments and theoretical researches conducted on beam to column connection in steel storage racks.The main purpose of the paper is to offer suggestions to beam to column connections' research and the problems that deserve further discussion in relevant experiment and theoretical analysis based on the comparative analysis of them.
引文
[1]Claudio Bernuzzi,Carlo A.Castiglioni.ExperimentalAnalysis on the Cyclic Behavior of Beam-to-column Joints inSteel Storage Pallet Racks[J].Thin-Walled Structures,2001,39:841-859.
    [2]吴月明,吕志军,杨建国,杨光辉.梁-柱节点半刚性力学性能的有限元分析与验证[J].机械设计与制造,2012,5:27-29.
    [3]F.D.Markazi,R.G.Beale,M.H.R.Godley.ExperimentalAnalysis of Semi-Rigid Boltless Connectors[J].Thin-WalledStructures,1997,28(1):57-87.
    [4]CR.VISHNU,VIMAL MOHAN.Evaluation of Connec-tion Flexibility of Semi Rigid Boltless Joints in Steel PalletRacks[D].印度泰米尔纳德邦:国家技术研究所土木工程学院.
    [5]Benoit P.Gilbert,Kim J.R.Rasmussen.Experimental Teston Steel Storage Rack Components[D].澳大利亚:悉尼大学土木工程学院,2009.
    [6]Benoit P.Gilbert,Kim J.R.Rasmussen.Bolted MomentConnection in Drive-in and Drive-through Steel StorageRacks[D].澳大利亚:悉尼大学土木工程学院,2006.
    [7]Andre Filiatrault,Peter S.Higgins,Assawin Wanitkorkul,James Courtwright.Experimental Stiffness of Pallet-Type SteelStorage Rack Teardrop Connectors[J].Structural Design andConstruction,2007(12):210-215.
    [8]Carlos Aguirre.Seismic Behavior of Rack Structures[J].Journal of Constructional Steel Research,2005,61:607-624.
    [9]K.M.Bajoria,R.S.Talikoti.Determination of Flexibility ofBeam-to-Column Connectors Used in Thin Walled Cold-Formed Steel Pallet Racking Systems[J].Thin-Walled Struc-tures,2006,44:372-380.
    [10]RMI,Rack Manufactures Institute[S].U.S.A,2008.
    [11]AS 4084,Standards Australia[S].Australia,1993.
    [12]FEM,Federation Europeenne de la Manutention[S].Bel-gium,1998.
    [13]EN 15512,European Committee for Standardiization[S].Belgium,2009.
    [14]M.Abdel-Jaber,R.G.Beale,M.H.R.Godley.a Theoreticaland Experimental Investigation of Pallet Rack Strictures UnderSway[J].Journal of Constructional Steel Research,2006,62:68-80.
    [15]P.Prabha,V.Marimuthu,M.Saravanan,S.Arul Jayachan-dran.Evaluation of Connection Flexibility in Cold FormedSteel Racks[J].Journal of Constructional Steel Research,2001,66:863-872.
    [16]Krawinkler,H.,N.G.Cofie,M.A.Astiz,C.A.Kircher.Ex-perimental Study on the Seismic Behavior of Industrial StorageRacks[D].美国斯坦福:斯坦福大学土木工程学院布卢姆地震工程中心,1979.
    [17]董威.考虑插接式节点半刚性钢货架抗震方法研究[D].南京:东南大学土木工程学院,2010.
    [18]王鹏.冷弯薄壁型钢结构货架试验研究及有限元分析[D].南京:南京理工大学,2006.
    [19]Harris E.Sway Behavior of High Rise Steel Storage Racks[D].澳大利亚:悉尼大学土木工程学院,2006.
    [20]FEM 10.2.02,Federation Europeenne de la Manutention[S].Belgium,2001
    [21]F.D.Markazi,R.G.Beale,M.H.R.Godley.NumericalModelling of Semi-Rigid Boltless Connectors[J].Computersand Structures,2001,79:2391-2402.
    [22]PAFEC-FE User Manual Level6[M].PAFEC Ltd,Not-tingham,1994.
    [23]Davaee-Markazi F.Experimental and Theoretical Analysisof Boltless Semi-Rigid Connectors[D].英国:Oxford Brookes大学,1991.
    [24]ABAQUS Users’Manual[M].Hibbit Karlsson&Sorensen,inc,2006.

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