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1 Richard, R.M., "Versatile elasticplastic stress-strain formula" 101 : 511-15, 1975
2 Jaspart, J.P., "The stiffness model of Revised Annex J of Eurocode 3" 1995
3 Ballio, G., "Strutture in Acciaio" Hoepli, Milan 1994
4 Faella, C., "Structural steel semi-rigid connections : Theory, design and software" CRC Press 2000
5 Thornton, W.A., "Strength and serviceability of hanger connections" 29 : 145-49, 1992
6 Thornton, W.A., "Strength and ductility requirements for simple shear connection with shear and axial load" 1-17, 1997
7 Salmon, C.G., "Steel structures: design and behavior" 4th ed. Harper Collins 1998
8 Chen, W.F., "Stability design of steel frames" 1991
9 Lorenz, R.F., "Semi-rigid connections in steel frames" CTBUH. McGraw-Hill 1992
10 Thornton, W.A., "Prying action-a general treatment" 22 : 67-75, 1985
11 Astaneh, A., "Procedure for design and analysis of hanger-type connections" 22 : 63-6, 1985
12 Faella, C., "Prediction of the flexural resistance of bolted connections with angles" IABSE Colloquium on semi-rigid structural connections 25-7, 1996
13 Jaspart, J.P., "Plastic capacity of end-plate and flange cleated connections - prediction and design rules" 1991
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15 Kishi, N., "Moment-rotation relations of semi-rigid connections with angles" 116 : 1813-34, 1990
16 American Institute of Steel Construction (AISC), "Manual of steel construction.3rd Ed.,vols.1-2" Chicago 2001
17 Chen, W.F., "Joint flexibility in steel frames" Elsevier Applied Science 1987
18 Lachal, "Experimental and analytical investigations of bolted haunched beam-to-column joints with a view of seismic design" 2 : 137-61, 2006
19 Faella, C., "Experimental analysis of bolted connections: Snug versus preloaded Bolts" 124 : 765-74, 1998
20 Jaspart, J.P., "Etude de la Semi-rigidite des Noeuds Poutre-Colonne et son Influence sur la Resistance et la Stabilite des Ossatures en Acier" Ph. D. Thesis, University of Liege, Belgium 1991
21 Yang, J.G., "Design Specifications for Low-Rise Steel Frames with Double Angle Connections" Korea Research Foundation 2005
22 Richard, R.M., "Derived moment rotation curves for double framing angles" 3 : 485-94, 1988
23 Stefano, De, "Axial forcedisplacement behavior of steel double Angles" 20 : 161-81, 1991
24 Thornton, W.A., "A rational approach to design of tee shear connections" 33 : 34-7, 1996