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Shu Xingping, Yuan Zhishen, Zhang Zaihua, Duan Qicheng. SUMMARY OF RESEARCH ON THEORY AND DESIGN OF SEMI-RIGID STEEL STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(6): 13-17,21. doi: 10.13204/j.gyjz200906003
Citation: Shu Xingping, Yuan Zhishen, Zhang Zaihua, Duan Qicheng. SUMMARY OF RESEARCH ON THEORY AND DESIGN OF SEMI-RIGID STEEL STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(6): 13-17,21. doi: 10.13204/j.gyjz200906003

SUMMARY OF RESEARCH ON THEORY AND DESIGN OF SEMI-RIGID STEEL STRUCTURES

doi: 10.13204/j.gyjz200906003
  • Received Date: 2009-02-10
  • Publish Date: 2009-06-20
  • It's proposed that the effect of the connections' deformation should be considered in structural analysis of semi-rigid steel structures in Code for Design of Steel Structures(GB 500172003),but there is no specific provision for its analysis and design method.The present research situation of semi-rigid connection of steel structures is introduced,including experimental study,theoretic analysis and design methods,etc.Furthermore,the classification and design methods of semi-rigid connections in steel structure design specifications of the USA,Europe,Canada,Australia,Hong Kong are discussed and summarized,providing the reference for the revision of our country's steel structure design code.
  • [2] 楼国彪,李国强,雷青.钢结构高强度螺栓端板连接研究现状(Ⅱ)[J].建筑钢结构进展,2006,8(3):16-23;
    楼国彪,李国强,雷青.钢结构高强度螺栓端板连接研究现状(Ⅰ)[J].建筑钢结构进展,2006,8(2):8-21;
    [3] Kukreti A R,Ghassemieh M,Murray T M.Behavior and Design ofLarge Capacity Moment End Plates[J].Journal of Structura1Engineering,ASCE,1990,116(3):809-828;
    [4] Bose B.Design Resistance of Unstiffened Column Subject to TransverseCompression in Beam-to-Column Joints[J].Journal of ConstructionalSteel Research,1998,45(1):1-15;
    [5] Tsai Keh-Chyuan Popov E P.Cyclic Behavior of End Plate MomentConnection[J].Journal of Structural Engineering,ASCE,1990,116(11):2917-2930;
    [6] 郭兵,顾强,柳锋,等.梁柱端板连接节点的滞回性能的试验研究[J].建筑结构学报,2002,23(3):8-13;
    [7] 施刚,石永久,王元清,等.多层钢框架半刚性端板连接的试验研究[J].清华大学学报,2004,44(3):391-394;
    [8] 陈宏,施龙杰,王元清,等.钢结构半刚性节点的数值模拟与试验分析[J].中国矿业大学学报,2005,34(1):102-106;
    [9] Jelle Witteveen,Jan W B Stark,Frans S K Bijlaard,et al.Weldedand Bolted Beam-to-Column Connections[J].Journal of the StructuralDivision,ASCE,1982,108(2):433-455;
    [10] L Simoes da Silva,Ana Girao Colho.A Ductility Model for SteelConnections[J].Journal of Constructional Steel Research,1995,57:45-70;
    [11] Shi Y J,Chan B L,Wrong Y L.Modeling for Moment RotationCharacteristics for End-Plate Connections[J].Journal of Structura1Engineering,1996,122(11):1300-1306;
    [12] 石永久,施刚,王元清.钢结构半刚性端板连接弯矩-转角曲线简化计算方法[J].土木工程学报,2006,39(3):19-23;
    [13] 舒兴平,张再华,王元清.端板连接半刚性组合节点初始转动刚度分析[J].湖南大学学报,2007,34(11):12-15;
    [14] 李国强,石文龙,肖勇.半刚性梁柱组合节点的研究现状[J].建筑钢结构进展,2007,9(4):11-22;
    [15] Douty R T,McGuire W.High Strength Bolted Moment Connections[J].Journal of the Structural Division,ASCE,1965,91(2):101-128;
    [16] Roeder C W,Foutch D A.Experiment Research for SeismicResistance Steel Moment Frame Connections[J].Journal of StructuralEngineering,ASCE,1996,122(6):581-588;
    [17] Bursi O S,Ballerini M,Nemati N,et al.Quasi-Static Monotonic andLow-Cycle Behariour of Steel Isolated the Stub Connections[J].Proc.STESSA,Kyoto:1997;
    [18] Egor P P,Shakhzod M.Bolted Larges Seismic Beam-to-ColumnConnections Part1:Experimental Study[J].Engineering Structures,2002,24(12):1523-1534;
    [19] 王新武.钢框架梁柱连接研究[D].武汉:武汉理工大学,2003;
    [20] 段祺成,蒋沧如.钢框架梁柱T型钢连接节点的性能研究[J].建筑结构,2005,35(6):39-40;
    [21] Swanson J A.Characterization of the Strength,Stiffness and DuctilityBehavior of T-Stub Connections[D].Atlanta:Georgia Institute ofTechnology,1999;
    [22] 舒兴平,胡习兵,胡曜.钢结构梁柱T型钢半刚性连接节点的性能研究[J].建筑结构,2006,36(8):6-9;
    [23] Atorod Azizinamimi,James B Radziminski.Static and CyclicPerformance of Semirigid Steel Beam-to-Column Connections[J].Journal of Structural Engineering,1989,115(12):2979-2999;
    [24] Elnashai A S,Elghazouli A Y,Densh-Ashtani F A.Response ofSemirigid Steel Frames to Cyclic and Earthquake Loads[J].Journal ofStructural Engineering,ASCE,1998,124(8):857-867;
    [25] Abolmaali A,Kukreti A R,Razavi H.Hysteresis Behavior of Semi-Rigid Double Web Angle Steel Connections[J].Journal ofConstructional Steel Research,2003,59(8):1057-1082;
    [26] 王新武,李和平,蒋沧如.梁柱角钢连接节点的滞回性能试验研究[J].华中科技大学学报,2003,31(8):13-15;
    [27] 李文岭,郝际平,王连坤,等.钢梁柱弱轴顶底角钢半刚性连接的抗弯特性[J].华南理工大学学报:自然科学版,2007,35(3):106-110;
    [28] Citipitioglu A M,Haj-AL R M,White I S W.Refined 3D FiniteElement Modeling of Partially-Restrained Connections in Clouding Slip[J].Journal of Constructional Steel Research,2002,58:995-1013;
    [29] Hong K,Yang J G,Lee S K.Parametric Study of Double Ang1eFraming Connections Subjected to Shear and Tension[J].Journal ofConstructional Steel Research,2001,57:997-1013;
    [30] 柳长江,顾强.顶底角钢连接节点的非线性有限元分析[J].包头钢铁学院学报,2004,23(4):380-383;
    [31] 汤建平,舒兴平.上下翼缘角钢半刚性连接性能的图表分析法[J].钢结构,2007,22(10):10-13;
    [32] 李国华,顾强.钢结构上下顶底角钢半刚性连接极限弯矩探讨[J].武汉理工大学学报,2006,28(4):48-51;
    [33] 舒兴平.高等钢结构分析与设计[M].北京:科学出版社,2006.
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