Stability of tapered and stepped steel columns with initial imperfections
Authors:
- Ioannis G. RaftoyiannisIRIoannis G. Raftoyiannis
- John Ch. ErmopoulosJEJohn Ch. Ermopoulos
- 1 July 2005
- journal article
- Published by Elsevier in Engineering Structures
- Vol. 27 (8) , 1248-1257
Abstract
No abstract availableKeywords
This publication has 7 references indexed in Scilit:
- Buckling length of non-uniform members under stepped axial loadsComputers & Structures, 1999
- Equivalent buckling length of non-uniform membersJournal of Constructional Steel Research, 1997
- Slope-deflection method and bending of tapered bars under stepped loadsJournal of Constructional Steel Research, 1988
- Buckling of Tapered Bars Under Stepped Axial LoadsJournal of Structural Engineering, 1986
- Design of tapered member portal framesJournal of Constructional Steel Research, 1983
- Stability of Rigid Frames with Nonuniform MembersJournal of the Structural Division, 1967
- Buckling Loads for Stepped ColumnsJournal of the Structural Division, 1964