07.16: On the distortional buckling capacity of pallet rack uprights
Author:
Affiliation:
1. Politehnica University of Timisoara; Dept. of Steel Structures and Stuctural Mechanics; Romania
2. Bauhaus-Universität Weimar; Chair of Steel and Hybrid Structures; Germany
Publisher
Wiley
Subject
General Earth and Planetary Sciences,General Environmental Science
Reference23 articles.
1. Local, Distortional, and Euler Buckling of Thin-WalledColumns;Schafer;Journal of Structural Engineering,2002
2. Strength design curves for thin-walled sections undergoing distortional buckling.;Hancock;J. Constr. Steel Res.,1994
3. Thomasson P.O Thin-walled C-shaped panels in axial compression 1978
4. Semi-analytical methods for the post-local-torsional buckling analysis of prismatic plate structures;Sridhran;International Journal for Numerical Methods in Engineering,1982
5. Schafer B. Distortional Buckling Of Cold-Formed Steel Columns - Final Report 2000
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