A rational model for predicting the elastic buckling load of thin-walled lsection columns, restrained fully against translation and elastically against twist at one flange, is presented. The energy method used results in a thirdorder eigenproblem. The numerical method is illustrated by considering t
Lateral buckling of restrained roof purlins
β Scribed by N.L. Ings; N.S. Trahair
- Publisher
- Elsevier Science
- Year
- 1984
- Tongue
- English
- Weight
- 833 KB
- Volume
- 2
- Category
- Article
- ISSN
- 0263-8231
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π SIMILAR VOLUMES
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