G Shi, Y Shi, Y Wang, MA Bradford - Engineering Structures, 2008 - Elsevier
This paper describes the development of a finite element numerical model with the ability to simulate and analyse the mechanical behaviour of different types of beam–column end …
YI Maggi, RM Gonçalves, RT Leon… - Journal of Constructional …, 2005 - Elsevier
This paper presents and discusses results of parametric analyses on the behavior of bolted extended end plate connections using Finite Element (FE) modeling tools. The analyses …
AN Sherbourne, MR Bahaari - Journal of Structural Engineering, 1994 - ascelibrary.org
A methodology based on finite-element modeling is developed to analytically evaluate the moment-rotation relationships for steel bolted end-plate connections. ANSYS, version 4.4, a …
T Sabuwala, D Linzell, T Krauthammer - International Journal of Impact …, 2005 - Elsevier
The behavior of fully restrained steel connections subjected to blast loads was examined using finite element analysis. Two connections that were tested as part of the AISC …
A Abolmaali, JH Matthys, M Farooqi, Y Choi - Journal of Constructional …, 2005 - Elsevier
This paper presents the development of Ramberg–Osgood and Three-Parameter Power model prediction equations for the moment–rotation (M–θ) behavior of flush end-plate …
YJ Shi, SL Chan, YL Wong - Journal of Structural Engineering, 1996 - ascelibrary.org
An analytical procedure is proposed to establish the nonlinear moment-rotation (M-Φ) characteristics for the bolted end-plate connections in flexibly jointed steel frames. The …
Experimental and analytical research has been conducted to develop unified design procedures for eight extended end-plate moment connection configurations subject to …
A connection shall be designed so that inelastic behavior is controlled either by flexural yielding of the beam in combination with shear yielding of the column panel zone, or by …