Influence of load position on critical lateral torsional buckling moment of laterally restrained beam at tense flange

Author:

Belaid T.ORCID,Ammari F.,Adman R.

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference32 articles.

1. Ammari, F., Adman, R., & Boukhalfa, D. (2013). Lateral buckling stability of trussed beam with under uniformly distributed loads. International Journal of Engineering Science and Technology, 5(02), 277–285.

2. Anbarasu, M. (2017). A numerical investigation of local–distortional–lateral-torsional buckling interaction of cold-formed steel lipped channel beams. Asian Journal of Civil Engineering (Bhrc), 18(4), 643–656.

3. Balázs, I., & Melcher, J. (2015). Lateral torsional buckling of steel thin-walled beams with lateral restraints. Lateral, 1, 31094.

4. Beyer, A., Galéa, Y., Bureau, A., & Boissonnade, N. (2015). Elastic Stability of uniform and non-uniform members with arbitrary boundary conditions and intermediate lateral restraints. Paper presented at the Structural Stability Research Council Annual Stability Conference, Nashville, Tennessee, USA

5. Bradford, M. A. (1997). Lateral-distortional buckling of continuously restrained columns. Journal of Constructional Steel Research, 42(2), 121–139.

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