New Aspects Concerning Inelastic Instability of Steel Structures

by 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 | Columns | Buckling | Plate girders | Plates | Elastic analysis | Inelasticity | Linear functions

Services: Buy this book/Buy this article


Return to search