below. Moreover, note also that the distance between two consecutive references must be 3 pt and the content of each reference must be indented by 0.75cm. [1] Bazant Z.P. and Cedolin L., Stability of Structures Elastic, Inelastic, Fracture and Damage Oxford University Press, New York, 1991. Theories, [2] Gonçalves R. and Camotim D., behaviour of thin-walled aluminium and stainless steel “Buckling columns using generalised beam theory, G.J. Hancock, M. Bradford, T. Advances in Structures, Wilkinson, B. Uy, K. Rasmussen (eds.), Balkema Publishers, Lisse, 405-411, 2003. [3] Della Corte G., De Matteis G., Landolfo R. and Mazzolani F.M., analysis of MR steel “Seismic frames based on refined hysteretic models of connections”, Journal of Constructional Steel 58(10), 1331-1345, 2002. Research, ……… B.W., on the direct strength method”, Proceedings of 16th International “Progress (17-18/10), 647-662, 2002. Specialty Conference on Cold-Formed Steel Structures,
below. Moreover, note also that the distance between two consecutive references must be 3 pt and the content of each reference must be indented by 0.75cm. [1] Bazant Z.P. and Cedolin L., Stability of Structures Elastic, Inelastic, Fracture and Damage Theories, Oxford University Press, New York, 1991. [2] Gonçalves R. and Camotim D., “Buckling behaviour of thin-walled aluminium and stainless steel columns using generalised beam theory, Advances in Structures, G.J. Hancock, M. Bradford, T. Wilkinson, B. Uy, K. Rasmussen (eds.), Balkema Publishers, Lisse, 405-411, 2003. [3] Della Corte G., De Matteis G., Landolfo R. and Mazzolani F.M., “Seismic analysis of MR steel frames based on refined hysteretic models of connections”, Journal of Constructional Steel Research, 58(10), 1331-1345, 2002. ……… B.W., “Progress on the direct strength method”, Proceedings of 16th International Specialty Conference on Cold-Formed Steel Structures, (17-18/10), 647-662, 2002.
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