The Influence of Connection Stiffness on the Behaviour of Steel Beams in Fire J. A. EL-RIMAWI, I. W. BURGESS & R. J. PLANK (UK)
17
Benchmarks for Finite Element Modelling of Bolted Steel Connections O. S. BURSI (Italy) & J. P. JASPART (Belgium)
43
A new Analytical Model of Inelastic Local Flange Buckling M. M(~LLER, B. JOHANSSON & P. COLLIN (Sweden)
65
Design Recommendations for Equal Leg Single Angle Flexural Members C. J. EARLS & T. V. GALAMBOS (USA)
87
SCF Formulae for Fatigue Design of K-Connections Between Square Hollow Sections A. M. VAN WINGERDE, J. A. PACKER (Canada) & J. WARDENIER (The Netherlands)
119
Design of Bolted Endplate Connections P. C. OLSEN (Denmark)
141
Local Buckling in Class 2 Continuous Composite Beams M. TEHAMI (Algeria)
161
Available Rotation Capacity of Wide-Flange Beams and Beam-Columns. Part 1. Theoretical Approaches V. GIONCU & D. PETCU (Romania)
219
Available Rotation Capacity of Wide-Flange Beams and Beam-Columns. Part 2. Experimental and Numerical Tests V. GIONCU & D. PETCU (Romania)