New Aspects Concerning Inelastic Instability of Steel Structures

by Bruno Thürlman,


Serial Information: 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: Steel structures | Columns | Buckling | Plate girders | Plates | Elastic analysis | Inelasticity | Linear functions

Services: Buy this book/Buy this article

 

Return to search