Semi-Rigid COnnections
* Bernuzzi, C.
Zandonini, R.
Zanon, P. Experimental analysis and modelling of semi-rigid steel joints under cyclic reversal loading J. Constr. Steel Res.,38(2), 1996, pp.95-123 * Bose, B.
Youngson, G.K.
Wang, Z.M. An appraisal of the design rules in Eurocode 3 for bolted end-plate joints by comparison with experimental results Proc. Inst. Civ. Eng. Struct. Build., 116(2), 1996, pp.221-234 * Bose, B. Moment-rotation characteristic of semi-rigid joints in steel structures J. Institution of Eng. (India), Part CI, Civ. Eng. Div., 62(2), 1981, pp.128-132 * Bose, B.
Hughes, A.F. Verifying the performance of standard ductile connections for semi-continuous steel frames Proc. Inst. Civ. Eng. Struct. Build., 110, 1995, pp.441-457 * Brown, N.D.
Anderson, D. Structural properties of composite major axis end plate connections J. Constr. Steel Res.,57(3), 2001, pp.327-349 * Cabrero, J.M.
Bayo, E. The semi-rigid behaviour of three-dimensional steel beam-to-column joints subjected to proportional loading. Part I. Experimental evaluation J. Constr. Steel Res.,63(9), 2007, pp.1241-1253 * Calado, L.
De Matteis, G.
Landolfo, R. Experimental response of top and seat angle semi-rigid steel frame connections Mater. Struct., 33(8), 2000, pp.499-510 * Davison, J.B.
Kirby, P.A
Nethercot, D.A. Rotational stiffness characteristics of steel beam-to-column connections Joint Flexibility in Steel Frames, Elsevier Applied Science Publishers Ltd, 1988, pp.17-54 * Elnashai, A.S.
Elghazouli, A.Y.
Denesh-Ashtiani, F.A. Response of semirigid steel frames to cyclic and earthquake loads J. Struct. Eng., 124(8), 1998, pp.857-867 * Engelhardt, M.D.
Husain, A.S. Cyclic-loading performance of welded flange-bolted web connections J. Struct. Eng., 119(12), 1993, pp.3537-3550 * Fu, Z.
Ohi, K.
Takanashi, K.
Lin, X. Seismic behavior of steel frames with semi-rigid connections and braces J. Constr. Steel Res.,46(1-3), 1998, pp.440-441 * Gil, B.
Bayo, E. An alternative design for internal and external semi-rigid composite joints. Part I: Experimental research Eng. Struct., 30(1), 2008, pp.218-231 * Gil, B.
Bayo, E. An alternative design for internal and external semi-rigid composite joints. Part II: Finite element modelling and analytical study Eng. Struct., 30(1), 2008, pp.232-246 * Girão Coelho, A.M.
Bijlaard, F.S.K. Experimantal behaviour of high strength steel end-plate connections J. Constr. Steel Res.,63(9), 2007, pp.1228-1240 * Girão Coelho, A.M.
Bijlaard, F.S.K.
Simões da Silva, L. Experimental assessment of the ductility of extended end plate connections Eng. Struct., 26(9), 2004, pp.1185-1206 * Goto, Y.
Miyashita, S. Classification System for Rigid and Semirigid Connections J. Struct. Eng., 124(7), 1998, pp.750-757 * Goto, Y.
Miyashita, S. Validity of classification systems of semirigid connections Eng. Struct., 17(8), 1995, pp.544-553 * Grundy, P.
Thomas, I.R.
Bennetts, I.D. Beam-to-column moment connections J. Struct. Div., ASCE,106(1), 1980, pp.313-330 * Hasan, R.
Kishi, N.
Chen, W.F. A new nonlinear connection classification system J. Constr. Steel Res.,47(1-2), 1998, pp.119-140 * Johnson, L.G.
Cannon, J.C.
Spooner, L.A. High tensile preloaded bolted joints for development of full plastic moments British Welding J., 7, 1960, pp.560-569 * Kishi, N.
Hasan, R.
Chen, W.F.
Goto, Y. Study of Eurocode 3 steel connection classification Eng. Struct., 19(9), 1997, pp.772-779 * Kishi, N.
Chen, W.F. Moment-rotation relations of semi-rigid connections with angles J. Struct. Eng., 116(7), 1990, pp.1813-1834 * Komuro, M.
Kishi, N.
Matsuoka, K. Static loading tests for moment-rotation relation of top- and seat-angle connections J. Constructional Steel, JSSC, 10, 2002, pp.57-64 (in Japanese) * Kubo, N.
Yoshida, T.
Hashimoto, K.
Tanuma, Y. Column influence on the moment-rotation behaviour of semirigid angle connections J. of Constructional Steel, JSSC, 7, 1999, pp.427-434 (in Japanese) * Lipson, S.L. Single-Angle Welded-Bolted Connections J. Struct. Div., ASCE,103(3), 1977, pp.559-571 * Maggi, Y.I.
Gonçalves, R.M.
Leon, R.T. Parametric analysis of steel bolted end plate connections using finite element modeling J. Constr. Steel Res.,61(5), 2005, pp.689-708 * Mander, J.B.
Chen, S.S.
Pekcan, G. Low-cycle fatigue behavior of semi-rigid top-and-seat angle connections AISC Eng. J., 31(3), 1994, pp.111-122 * Moore, D.B.
Sims, P.A.C Preliminary investigations into the behaviour of extended end-plate steel connections with backing plates J. Constr. Steel Res.,6(2), 1986, pp.95-122 * Packer, J.A.
Morris, L.J. A limit state design method for the tension region of bolted beam-column connections The Structural Engineer,55(10), 1977, pp.446-458 * Rathbun, J.C. Elastic properties of riveted connections Transactions, ASCE, 101, 1936, pp.524-563 * Ribeiro, L.F.L
Gonçalves, R.M.
Castiglioni, C.A. Beam-to-column end plate connections -- An experimental analysis J. Constr. Steel Res.,46(1-3), 1996, pp.264-266 * Richard, R.M.
Kriegh, J.D.
Hormby, D.E. Design of Single Plate Framing Connections with A307 Bolts AISC Eng. J., 19(4), 1982, pp.209-213 * Ricles, J.M.
Mao, C.
Lu, L.W.
Fisher, J.W. Inelastic cyclic testing of welded unreinforced moment connections J. Struct. Eng., 128(4), 2002, pp.429-440 * Roeder, C.W.
Knechtel, B.
Thomas, E.
Vaneaton, A.
Leon, R.T.
Preece, F.R. Seismic behavior of older steel structures J. Struct. Eng., 122(4), 1996, pp.365-373 * Sato, Y.
Komuro, M.
Kishi, N. Experimental study on moment-rotation of top- and seat-angle connections J. Constructional Steel, JSSC, 2007 (in Japanese) * Shen, J.
Astaneh-Asl, A. Hysteretic behavior of bolted-angle connections J. Constr. Steel Res.,51(3), 1999, pp.201-218 * Shen, J.
Astaneh-Asl, A. Hystresis model of bolted-angle connections J. Constr. Steel Res.,54(3), 2000, pp.317-343 * Sherbourne, A.N.
Bahaari, M.R. 3D simulation of end-plate bolted connections J. Struct. Eng., 120(11), 1994, pp.3122-3136 * Sherbourne, A.N. Bolted beam-to-column connections The Structural Engineer,39, 1961, pp.203-210 * Shi, G.
Shi, Y.
Wang, Y. Behaviour of end-plate moment connections under earthquake loading Eng. Struct., 29(5), 2007, pp.703-716 * Shi, Y.
Shi, G.
Wang, Y. Experimental and theoretical analysis of the moment-rotation behaviour of stiffened extended end-plate connections J. Constr. Steel Res.,63(9), 2007, pp.1279-1293 * Simões da Silva, L.
Simõ, R.D.
Cruz, Paulo J. S. Experimental behaviour of end-plate beam-to-column composite joints under monotonical loading Eng. Struct., 23(11), 2001, pp.1383-1409 * Thomson, A.W.
Broderick, B.M. Earthquake resistance of flush end-plate steel joints for moment frames Proc. Inst. Civ. Eng. Struct. Build., 152(2), 2002, pp.157-165 * Yang, J.G.
Lee, G.Y. Analytical models for the initial stiffness and ultimate moment of a double angle connection Eng. Struct., 29(4), 2007, pp.542-551
Zandonini, R.
Zanon, P.
Youngson, G.K.
Wang, Z.M.
Hughes, A.F.
Anderson, D.
Bayo, E.
De Matteis, G.
Landolfo, R.
Kirby, P.A
Nethercot, D.A.
Elghazouli, A.Y.
Denesh-Ashtiani, F.A.
Husain, A.S.
Ohi, K.
Takanashi, K.
Lin, X.
Bayo, E.
Bayo, E.
Bijlaard, F.S.K.
Bijlaard, F.S.K.
Simões da Silva, L.
Miyashita, S.
Miyashita, S.
Thomas, I.R.
Bennetts, I.D.
Kishi, N.
Chen, W.F.
Cannon, J.C.
Spooner, L.A.
Hasan, R.
Chen, W.F.
Goto, Y.
Chen, W.F.
Kishi, N.
Matsuoka, K.
Yoshida, T.
Hashimoto, K.
Tanuma, Y.
Gonçalves, R.M.
Leon, R.T.
Chen, S.S.
Pekcan, G.
Sims, P.A.C
Morris, L.J.
Gonçalves, R.M.
Castiglioni, C.A.
Kriegh, J.D.
Hormby, D.E.
Mao, C.
Lu, L.W.
Fisher, J.W.
Knechtel, B.
Thomas, E.
Vaneaton, A.
Leon, R.T.
Preece, F.R.
Komuro, M.
Kishi, N.
Astaneh-Asl, A.
Astaneh-Asl, A.
Bahaari, M.R.
Shi, Y.
Wang, Y.
Shi, G.
Wang, Y.
Simõ, R.D.
Cruz, Paulo J. S.
Broderick, B.M.
Lee, G.Y.
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