[1. Davies J.M., Leach P. (1994), First order generalized beam theory, Journal of Construction. Steel research, 39,187-220.10.1016/0143-974X(94)90010-8]Search in Google Scholar
[2. Dubina D., Ungureanu V. (2002), Plastic strength of thin-walled members, Sixteenth Int. Specialty Conference on Cold-Formed Steel Structures, Orlando, Florida, 324-332.]Search in Google Scholar
[3. Eurocode 1993-1-3: Eurocode 3: Design of steel structures, Part 1-3: General Rules.]Search in Google Scholar
[4. Hiriyur B.K.J., Schafer B.W. (2004), Yield-line analysis of cold-formed steel members, International Journal of Steel Structures, 5(1), 43-54.]Search in Google Scholar
[5. Kato B. (1965), Buckling strength of plates in the plastic range, International Association of Bridge and Structural Engineering, 25,127-141.]Search in Google Scholar
[6. Korol R.M., Sherbourne A.N. (1972), Strength prediction of plates in uniaxial compression, Journal of Structural Division, 98, 1965-1986.10.1061/JSDEAG.0003327]Search in Google Scholar
[7. Kotełko M. (2010), Load-carrying capacity and mechanisms of failure of thin-walled structures, (in Polish), WNT Warszawa.]Search in Google Scholar
[8. Kotełko M., Mania J.R. (2008), Alternative solution of the problem of load-capacity of thin-walled plated structures, Mechanics and Mechanical Eng., 12(4), 323-336.]Search in Google Scholar
[9. Kragerup J. (1982), Five notes on plate buckling, Technical University of Denmark, Department of Structural Engineering, Series R, Nr 143.]Search in Google Scholar
[10. Królak M. [ed.] (1990), Post-buckling and load-capacity of thin-walled girders of flat walls (in Polish), PWN Warszawa-Łódź.]Search in Google Scholar
[11. Mahendran M. (1997), Local plastic mechanisms in thin steel plates under in-plane compression, Thin-Walled Structure, Elsevier Appl. Sci, 27, 245-261.]Search in Google Scholar
[12. Murray N.W., Khoo P.S. (1981), Some basic plastic mechanisms in thin-walled steel structures, Int. J. Mech. Sci., 23(12), 703-713.10.1016/0020-7403(81)90008-4]Search in Google Scholar
[13. Rassmussen K.J.R., Hancock G.J. (1991), Nonlinear analyses of thin-walled channel-section columns, Thin-Walled Structures, 13(1,2) 145-176.10.1016/0263-8231(92)90006-I]Search in Google Scholar
[14. Rondal J., Maquoi R. (1985), Stub-column strength of thin-walled squre and rectangular hollow sections, Thin-Walled Structures, 3, 15-34.10.1016/0263-8231(85)90017-5]Search in Google Scholar
[15. Sin K.W. (1985), The collapse behaviour of thin-walled sections, PhD Thesis, Dept. of Mechanical Engineering, University of Strathclyde, Glasgow.]Search in Google Scholar
[16. Ungureanu D.V. (2006), Light steel structures made of cold-formed steel profiles, (in Romanian), Ed. Orizonturi Universitare Timisoara.]Search in Google Scholar
[17. Ungureanu V., Dubina D. (2004), Post-elastic strength and ductility of cold-formed steel sections, Proc. of Int. Conference on Thin-Walled Structures, Loughborough, Thin-Walled Structures, 283-294.]Search in Google Scholar
[18. Ungureanu V., Kotełko M., Mania R.J., Dubina D. (2010), Plastic mechanisms database for thin walled cold-formed steel members in compression and bending, Thin-Walled Structures, 48(10-11) 818-826.10.1016/j.tws.2010.01.004]Search in Google Scholar
[19. Zhao X.-L. (2003), Yield line mechanism analysis of steel members and connections, Prog. Struct. Engng Mater., 5, 252-262.]Search in Google Scholar