New approach to improving distortional strength of intermediate length thin-walled open section columns

New approach to improving distortional strength of intermediate length thin-walled open section columns

This paper describes a method which can be adopted to improve the torsional and also distortional strength of thin-walled cold-formed steel columns used in pallet racking systems. Elastic buckling analysis on two different types of column sections of  intermediate length was done first in our study...

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Bibliographic Details
Main Authors: R. S. Talikoti, K. M. Bajoria
Format: Article
Language:English
Published: Electronic Journals for Science and Engineering - International 2005-01-01
Series:Electronic Journal of Structural Engineering
Subjects:
Cold-formed columns
Pallet racks
Thin-walled sections
Local buckling
Distortional buckling
Experimental analysis
Online Access:http://10.0.0.97/EJSE/article/view/51

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