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
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: Steel structures | Inelasticity | Buckling | Columns | Plate girders | Linear functions | Elastic analysis | Plates | Statics (mechanics)
Services: Buy this book/Buy this article
Return to search