Generalized formula of moment gradient lateral torsional buckling factor for monosymmetric steel beams
The lateral-torsional buckling (LTB) behavior of steel beams has been extensively reported. Most reports have been limited to study the doubly-symmetric beams besides a few other standard geometries. On the other hand, not so much research exists for monosymmetric steel beams, and LTB is one of the...
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| Principais autores: | , , , |
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| Format: | Artigo |
| Sprog: | Inglês |
| Udgivet: |
Port Said University
2023-03-01
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| Serier: | Port Said Engineering Research Journal |
| Fag: | |
| Online adgang: | https://pserj.journals.ekb.eg/article_283841_f164d332dfbad2363dff5c2dc68b9f82.pdf |
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