Local and distortional buckling of cold-formed steel beams with edge-stiffened flanges
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[1] Benjamin W. Schafer,et al. Simulation of cold-formed steel beams in local and distortional buckling with applications to the direct strength method , 2007 .
[2] Benjamin W. Schafer,et al. LATERALLY BRACED COLD-FORMED STEEL FLEXURAL MEMBERS WITH EDGE STIFFENED FLANGES , 1999 .
[3] Teoman T Peköz,et al. Direct Strength Prediction of Cold-formed Steel Members Using Numerical Elastic Buckling Solutions , 1998 .
[4] Mahmud Ashraf,et al. Structural design for non-linear metallic materials , 2006 .
[5] Christopher T. Willis,et al. Behavior of Cold-Formed Steel Purlins Under Gravity Loading , 1990 .
[6] Teoman Pekoz,et al. Finite Element Studies on Lipped Channel Flexural Members , 1994 .
[7] Cheng Yu,et al. Local Buckling Tests on Cold-Formed Steel Beams , 2003 .
[8] Federico M. Mazzolani,et al. Design of Metallic Cold-Formed Thin-Walled Members , 2002 .
[9] Haiming Wang,et al. Experimental and numerical investigation on cold-formed steel C-section flexural members , 2009 .
[10] Mohammad Reza Haidarali. Local and distortional buckling behaviour of cold-formed steel Z section beams , 2011 .
[11] Benjamin W. Schafer,et al. Distortional Buckling Tests on Cold-Formed Steel Beams , 2006 .
[12] Benjamin W. Schafer,et al. Computational modeling of cold-formed steel: characterizing geometric imperfections and residual stresses , 1998 .
[13] David A. Nethercot,et al. Finite element modelling of cold-formed steel beams under local buckling or combined local/distortional buckling , 2011 .