1. N. Boissonnade, R. Greiner, J. P. Jaspart, and J. Lindner, Rules for Member Stability in EN1993-1-1 –Background Documentation and Design Guidelines, ECCS TC8 – Stability, ECCS Report No. 119, ISBN 92-9147-000-84, ECCS, Brussels, Belgium (2007).
2. C. H. M. de Louw, Design Rule for Lateral Torsional Buckling of Channel Section, MSc Thesis Nr. 0-2007.21, Department of Architecture Building and Planing, Eindhoven University of Technology, the Netherlands (2007).
3. H. H. Snijder, F. S. K. Bijlaard, and H. M. G. M. Steenbergen, “FEM simulations of lateral torsional buckling experiments on channel sections loaded in bending,” in: A. Lamas and L. S. da Silva (Eds.), Proceedings of the 3rd European Conference on Steel Structures (Sept. 19–20, 2002, Coimbra, Portugal), CMM, Coimbra, Portugal (2002), pp. 201–210.
4. D. B. la Poutré, H. H. Snijder, and J. C. D. Hoenderkamp, “Lateral torsional buckling of steel channel shaped beams experimental research,” in: Proc. of the Third Int. Conf. on Coupled Instabilities in Metal Structures, Lisbon, Portugal (2000), pp. 265–272.
5. EN 1993-1-1. Eurocode 3: Design of Steel Structure – Part 1-1: General Rules and Rules for Building (2006).