On the direct strength design of cold-formed steel columns failing in local-distortional interactive modes
暂无分享,去创建一个
[1] Ben Young,et al. Strength, interactive failure and design of web-stiffened lipped channel columns exhibiting distortional buckling , 2014 .
[2] Gregory J. Hancock,et al. Experimental Study of Complex High-Strength Cold-Formed Cross-Shaped Steel Section , 2008 .
[3] Benjamin W. Schafer,et al. Computational modeling of cold-formed steel: characterizing geometric imperfections and residual stresses , 1998 .
[4] Gregory J. Hancock,et al. Experimental Study of High-Strength Cold-Formed Stiffened-Web C-Sections in Compression , 2011 .
[5] Benjamin W. Schafer,et al. REVIEW: THE DIRECT STRENGTH METHOD OF COLD-FORMED STEEL MEMBER DESIGN , 2008 .
[6] Noorfaizal Yidris,et al. The failure of thin-walled lipped channel compression members due to coupled local-distortional interactions and material yielding , 2012 .
[7] Young Bong Kwon,et al. Compression tests of high strength cold-formed steel channels with buckling interaction , 2009 .
[8] Gregory J. Hancock,et al. Direct Strength Design of Cold-Formed C-Sections for Shear and Combined Actions , 2012 .
[9] Dinar Camotim,et al. Behaviour and DSM design of stiffened lipped channel columns undergoing local-distortional interaction , 2017 .
[10] Dinar Camotim,et al. On the influence of local-distortional interaction in the behaviour and design of cold-formed steel web-stiffened lipped channel columns , 2016 .
[11] Gregory J. Hancock,et al. TESTS OF COLD-FORMED CHANNELS WITH LOCAL AND DISTORTIONAL BUCKLING , 1992 .
[12] Alexandre Landesmann,et al. Distortional failure of cold-formed steel beams under uniform bending: Behaviour, strength and DSM design , 2017 .
[13] Dinar Camotim,et al. Cold-Formed Steel Lipped Channel Columns Influenced by Local-Distortional Interaction: Strength and DSM Design , 2013 .
[14] Xuhong Zhou,et al. Post-buckling behaviour and DSM design of web-stiffened lipped channel columns with distortional and local mode interaction , 2014 .
[15] Ben Young,et al. Local-Distortional Interaction in Cold-formed Steel Rack-Section Columns , 2014 .
[16] Gregory J. Hancock,et al. Compression Tests of High Strength Steel Channel Columns with Interaction between Local and Distortional Buckling , 2004 .
[17] Dinar Camotim,et al. Direct strength method—a general approach for the design of cold-formed steel structures , 2016 .
[18] Dinar Camotim,et al. Post-buckling behaviour and direct strength design of lipped channel columns experiencing local/distortional interaction , 2012 .
[19] Dinar Camotim,et al. Cold-formed steel columns undergoing local-distortional coupling , 2015 .
[20] Benjamin W. Schafer,et al. Local, Distortional, and Euler Buckling of Thin-Walled Columns , 2002 .
[21] Ben Young,et al. Design of Lipped Channel Columns , 1998 .
[22] Dinar Camotim,et al. On the relevance of local-distortional interaction effects in the behaviour and design of cold-formed steel columns , 2015 .