ANALYTICAL MODEL FOR BUCKLING LENGTH COEFFICIENT DETERMINATION IN STEEL TRUSSES: A LATERAL TORSIONAL BUCKLING APPROACH

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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Bibliographic Details
Main Authors: Dalila Boukhalfa, Toufik Belaid, Adel Slimani, Fatiha AMMARI
Format: Article
Language:English
Published: Publishing House ASV 2024-06-01
Series:International Journal for Computational Civil and Structural Engineering
Subjects:
Buckling, Truss, LTB, Equivalent Web, Ritz, Steel, Stability
Online Access:https://ijccse.iasv.ru/index.php/ijccse/article/view/851

Internet

https://ijccse.iasv.ru/index.php/ijccse/article/view/851

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