Experimental and theoretical analysis of the moment–rotation behaviour of stiffened extended end-plate connections
暂无分享,去创建一个
[1] Y. J. Shi,et al. Modeling for Moment-Rotation Characteristics for End-Plate Connections , 1996 .
[2] Ahmed Ghobarah,et al. Behaviour of extended end-plate connections under cyclic loading , 1990 .
[3] Jelle Witteveen,et al. Welded and Bolted Beam-to-Column Connections , 1982 .
[4] Emmanuel Attiogbe,et al. Moment-Rotation Functions for Steel Connections , 1991 .
[5] Ali Abolmaali,et al. End-plate connection moment-rotation relationship , 1987 .
[6] Egor P. Popov,et al. Cyclic Behavior of End‐Plate Moment Connections , 1990 .
[7] J.W.B. Stark,et al. Design rules for beam-to-column connections in Europe , 1988 .
[8] William McGuire,et al. High Strength Bolted Moment Connections , 1965 .
[9] Wang Yuan-qing. Cyclic tests of semirigid end-plate connections in multi-story steel frames , 2005 .
[10] N. Krishnamurthy,et al. Modelling and prediction of steel bolted connection behavior , 1980 .
[11] William McGuire,et al. Analysis of T-Stub Flange-to-Column Connections , 1973 .
[12] Ahmed Ghobarah,et al. Extended End-Plate Connections Under Cyclic Loading: Behaviour and Design , 1990 .
[13] N. Krishnamurthy,et al. Correlation between 2- and 3-dimensional finite element analysis of steel bolted end-plate connections☆ , 1976 .
[14] Wai-Fah Chen. Practical Analysis for Semi-Rigid Frame Design , 2000 .
[15] N Krishnamurthy. A Fresh Look at Bolted End-Plate Behavior and Design , 1978 .
[16] Ahmed Ghobarah,et al. Cyclic Behavior of Extended End‐Plate Joints , 1992 .
[17] Archibald N. Sherbourne,et al. Finite Element Prediction of End Plate Bolted Connection Behavior. I: Parametric Study , 1997 .
[18] Allan P. Mann,et al. LIMIT DESIGN OF EXTENDED END-PLATE CONNECTIONS , 1979 .
[19] Natarajan Krishnamurthy,et al. Analytical M -θ Curves for End-Plate Connections , 1979 .
[20] R S Nair,et al. High Strength Bolts Subject to Tension and Prying , 1974 .
[21] Zhang Zi. SEVERAL KEY POINTS NEED TO BE TAKEN NOTE OF IN DESIGN FOR STEEL STRUCTURE OF LIGHT-WEIGHT BUILDINGS WITH GABLED FRAMES , 2002 .
[22] Archibald N. Sherbourne,et al. 3D simulation of bolted connections to unstiffened columns—II. Extended endplate connections , 1996 .
[23] Henning Agerskov. HIGH-STRENGTH BOLTED CONNECTIONS SUBJECT TO PRYING , 1976 .
[24] Vitelmo V. Bertero,et al. Shear Behavior of Steel Frame Joints , 1975 .
[25] Bryan T. Adey,et al. Cyclic loading of end plate moment connections , 2000 .
[26] Archibald N. Sherbourne,et al. Finite Element Prediction of End Plate Bolted Connection Behavior. II: Analytic Formulation , 1997 .
[27] Wai-Kai Chen. Stability design of steel frames , 1991 .
[28] Archibald N. Sherbourne,et al. 3D Simulation of End-Plate Bolted Connections , 1994 .
[29] Gang Shi,et al. Finite Element Analysis and Tests on Bolted End-Plate Connections in Steel Portal Frames , 2004 .