New Aspects Concerning Inelastic Instability of Steel Structuresby Bruno Thürlman,
Serial Information: Transactions of the American Society of Civil Engineers, 1962, Vol. 127, Issue 2, Pg. 448-470
Document Type: Journal Paper
Abstract: Recent developments in field of column and plate buckling; column-buckling problem has been solved for entire elastic and inelastic range; linear buckling theory is considered unable to predict static strength of plate girders.
Subject Headings: Columns | Buckling | Inelasticity | Plate girders | Steel structures | Plates | Elastic analysis | Linear functions |
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