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...
| Main Authors: | , |
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| Format: | Article |
| Language: | English |
| Published: |
Electronic Journals for Science and Engineering - International
2005-01-01
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| Series: | Electronic Journal of Structural Engineering |
| Subjects: | |
| Online Access: | http://10.0.0.97/EJSE/article/view/51 |