1. Initial stiffness of semi-rigid steel beam-to-column connections;Azizinamini;J. Construct. Steel Res.,1987
2. Simple beam connections in combined shear and tension;Guravich;J. Construct. Steel Res.,1988
3. Lewitt CW, Chesson E Jr, Munse WH. Restraint characteristics of flexible and bolted beam-to-column connections. Bulletin No 500, Engineering Experiment Station, University of Illinois (IL), 1969.
4. McMullin KM, Astaneh A. Analytical and experimental studies of double-angle framing connections. Report No UCB/SEMM-88/14, Department of Civil Engineering, University of California, Berkeley (CA). 1998.
5. Behavior of riveted and bolted beam-to-column connections;Munse;J. Struct. Div., ASCE,1959