Technical Work Group 8.2, Analysis and Design of Steel Frames with Semi-Rigid Joints, European Convention for Constructional Steelwork (ECCS), Brussels, 1992, p. 67.
Eurocode 3, ENV 1993-1-1: Design of Steel Structures Part 1.1: General Rules and Rules for Buildings, CEN, Brussels, February, 1992.
AISC, Manual of Steel Construction - Load and Resistance Factor Design, 1st edition, American Institute of Steel Construction, Chicago, IL, 1986.
Eurocode 3, New Revised Annex J: Joints in Building Frames, ENV 1993-1-1/pr A2, 1994.
Ziomek, D., Tomana, A. and Waszczyszyn, Z., Finite element modeling of end plate connection versus experimental results, Proc. Semi-Rigid Behaviour of Civil Engineering Structural Connections - COST C1, ed. A. Colson, Strasbourg, October 28-30, 1992, pp. 433-442.
Sherbourne, A. N. and Bahaari, M. R., 3D simulation of end-plate bolted connections. J. Struct. Eng., 1994, 120(11), 3122-3136.
Ahmed, B., Li, T. Q. and Nethercot, D. A., Modelling composite connection response, Proc. Third International Workshop on Connections in Steel Structures (Prelim. Proceed.), Villa Madruzzo, Trento, May 28-31, 1995.
Bursi, O. S. and Jaspart, J. P., Benchmarks for finite element modelling of bolted steel connections, J. Construct. Steel Res., 1997, 43, 17-42.
ABAQUS - Theory Manual, Version 5.4, Hibbitt, Karlsson and Sorensen Inc., 1994.
ABAQUS - User's Manual, Vols. I and II, Version 5.4, Hibbitt, Karlsson and Sorensen Inc., 1994.
Cescotto, S., Habraken, A.-M., Radu, J.-P. and Charlier, R., Some recent developments in computer simulations of metal forming processes, Proc. 9th Int. Conf. on Computer Methods in Mechanics, Vol. 4, Krakow-Rytro, Poland, May 1989, pp. 19-52.
Bernuzzi, C. and Zandonini, R., Moment-rotation response of extended end plate connections, Proc. Int. Colloq. on Stability of Steel Structures, Budapest, 1990, pp. 155-162.
Bernuzzi, C., Zandonini, R. and Zanon, P., Rotational behaviour of end-plate connections. Costruzioni Metalliche, 1991, 2, 3-32.
Bursi, O. S., An experimental-numerical method for the modelling of plastic failure mechanisms of extended end plate steel connections. Struct. Eng. Rev., 1991, 3, 111-119.
Bursi, O. S. and Leonelli, L., A finite element model for the rotational behavior of end plate steel connections, Proc. SSRC Annual Technical Session, Chicago, 1994, pp. 163-175.
Krishnamurthy, N., A fresh look at bolted end-plate behavior and design. Eng. J. AISC, 1978, 15(2), 39-49.
Li, K. P., Cescotto, S. and Jetteur, P., An element with hourglass control for large deformation analysis in three dimension, Proc. Third Int. Conf. on Computational Plasticity: Fundamental and Applications, Barcelona, 1992, pp. 2021-2032.
Charlier, R. and Habraken, A. M., Numerical modellisation of contact phenomena by finite element method. Comput. Geotech., 1990, 9, 59-72.
Zhu, Y., Contribution to the local approach of fracture in solid dynamics, Ph. D. Thesis, MSM Department University of Liege, 1993.
Flanagan, D. P. and Belytschko, A uniform strain hexahedron and quadrilateral with orthogonal hourglass control, Int. J. Numer. Methods Eng., 17 (1981) 679-706.
Simo, J. C. and Rifai, M. S., A class of assumed strain methods and the method of incompatible modes. Int. J. Numer. Methods Eng., 1990, 29, 1595-1638.
Simo, J. C. and Armero, F., Geometrically non-linear enhanced strain mixed methods and the method of incompatible modes. Int. J. Numer. Methods Eng., 1992, 33, 1413-1449.
Bathe, K.-J., Finite Element Procedures in Engineering Analysis, Prentice-Hall, 1982.
Jaspart, J. P., Numerical simulations of joint behaviour at the University of Liege. COST C1, Numerical Simulation Working Group, Doc. C1WD6/94, 1994.
Agerskov, H., High-strength bolted connections subject to prying. J. Struct. Eng. Div. ASCE, 1976, 102(1), 161-175.
De Ville de Goyet, V., FINELG, an advanced analysis and research program, Proc. SSRC, Annual Technical Session, Chicago, 1994, pp. 45-59.
Miazga, G. S. and Kennedy, D. J. L., Behaviour of fillet welds as a function of the angle of loading. Can. J. Civil Eng., 1989, 16, 583-599.
Bursi, O. S., Ballerini, M., Nemati, N. and Zandonini, R., Quasi-static monotonic and low-cycle behaviour of steel isolated tee stub connections, Proc. Stessa '97, Behaviour of Steel Structures in Seismic Areas, 1997, pp. 554-563.
Gebbeken, N., Rothert, H. and Binder, B., On the numerical analysis of endplate connections. J. Construct. Steel Res., 1994, 30, 177-196.
Richard, R. M. and Abbott, B. J., Versatile elastic-plastic stress-strain formula. J. Eng. Mech. Div. ASCE, 1975, 101, 177-196.
