ANALYTICAL MODEL FOR BUCKLING LENGTH COEFFICIENT DETERMINATION IN STEEL TRUSSES: A LATERAL TORSIONAL BUCKLING APPROACH
This paper presents a contribution to the study of the stability of steel trusses. The paper proposes an analytical model for the determination of the buckling length coefficient of the truss N by the lateral torsional buckling approach. The model is derived by considering the equilibrium of the tr...
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| Autori principali: | , , , |
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| Natura: | Artigo |
| Lingua: | Inglês |
| Pubblicazione: |
Publishing House ASV
2024-06-01
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| Serie: | International Journal for Computational Civil and Structural Engineering |
| Soggetti: | |
| Accesso online: | https://ijccse.iasv.ru/index.php/ijccse/article/view/851 |
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