Design of Steel Storage Rack Columns via the Direct Strength Method
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[1] Benoit P. Gilbert,et al. Design of steel storage racks - Elastic and inelastic analysis methods , 2011 .
[2] Cristopher D. Moen,et al. Direct Strength Method for Design of Cold-Formed Steel Columns with Holes , 2011 .
[3] M. M. Pastor,et al. Stub column tests for racking design: Experimental testing, FE analysis and EC3 , 2011 .
[4] Miquel Casafont,et al. An experimental investigation of distortional buckling of steel storage rack columns , 2011 .
[5] Benjamin W. Schafer,et al. Local, Distortional, and Euler Buckling of Thin-Walled Columns , 2002 .
[6] Frederic Marimon,et al. Linear buckling analysis of thin-walled members combining the Generalised Beam Theory and the Finite Element Method , 2011 .
[7] Cristopher D. Moen,et al. Elastic buckling of cold-formed steel columns and beams with holes , 2009 .
[8] Dan Dubina,et al. Recent research advances on the ECBL approach. Part II: interactive buckling of perforated sections , 2004 .
[9] Dinar Camotim,et al. Coupled instabilities with distortional buckling in cold-formed steel lipped channel columns , 2011 .
[10] Benjamin W. Schafer,et al. Buckling mode decomposition of single-branched open cross-section members via finite strip method: Application and examples , 2006 .
[11] J. Bonada,et al. Linear buckling analysis of perforated steel storage rack columns with the Finite Strip Method , 2012 .
[12] Zhanjie Li,et al. Buckling Analysis of Cold-formed Steel Members with General Boundary Conditions Using CUFSM Conventional and Constrained Finite Strip Methods , 2010 .