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(1991). LRFD cold-formed steel design manual AISI Washington DC."},{"key":"e_1_3_2_3_1","unstructured":"American Iron and Steel Institute (AISI). (1996). AISI specification for the design of cold-formed steel structural members AISI Washington DC."},{"key":"e_1_3_2_4_1","unstructured":"American Iron and Steel Institute (AISI). (2001). North American specification for the design of cold-formed steel structures (NAS) AISI Washington DC."},{"key":"e_1_3_2_5_1","unstructured":"American Iron and Steel Institute (AISI). (2007). North American specification for the design of cold-formed steel structural members (NAS) AISI Washington DC."},{"key":"e_1_3_2_6_1","unstructured":"Bebiano R. Silvestre N. and Camotim D. (2008). \u201cGBTUL\u2014 A code for the buckling analysis of cold-formed steel members.\u201d Proc. 19th Int. Specialty Conf. on Recent Research and Developments in Cold-Formed Steel Design and Construction R.LaBoube and W.-W.Yu eds. 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B. and Camotim D. (2011). \u201cBuckling post-buckling and strength of equal-leg angle and cruciform columns: Similarities and differences.\u201d Proc. 6th European Conf. on Steel and Composite Structures (EUROSTEEL) Vol. A L.Dunai M.Iv\u00e1nyi K.J\u00e1rmai N.Kov\u00e1cs and L. G.Vigh eds. European Convention for Constructional Steelwork (ECCS) Brussels Belgium 105\u2013110."},{"key":"e_1_3_2_11_1"},{"key":"e_1_3_2_12_1","unstructured":"Dinis P. B. Camotim D. and Silvestre N. (2010b). \u201cPost-buckling behaviour and strength of angle columns.\u201d Proc. Int. Colloquium on Stability and Ductility of Steel Structures (SDSS) E.Batista P.Vellasco and L.Lima eds. Federal Univ. of Rio de Janeiro and State Univ. of Rio de Janeiro Rio de Janeiro Brazil 1141\u20131150."},{"key":"e_1_3_2_13_1","unstructured":"Dinis P. B. Camotim D. and Silvestre N. (2011). \u201cOn the design of steel angle columns.\u201d Proc. 6th Int. Conf. on Thin-Walled Structures (ICTWS) D.Dubina and V.Ungureanu eds. 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