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 tru...

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Bibliographic Details
Published in:	International Journal for Computational Civil and Structural Engineering Vol. 20; no. 2; pp. 141 - 154
Main Authors:	Boukhalfa, Dalila, Belaid, Toufik, Slimani, Adel, AMMARI, Fatiha
Format:	Journal Article
Language:	English
Published:	Publishing House ASV 28.06.2024
Subjects:	Buckling, Truss, LTB, Equivalent Web, Ritz, Steel, Stability
ISSN:	2587-9618, 2588-0195
Online Access:	Get full text
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