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Lebastard, Maxime / Couchaux, Maël / Bureau, Alain / Hjiaj, Mohammed (2024): Uniform and tapered welded I-sections: Lateral buckling of columns and out-of-plane buckling of beam-columns. Dans: Journal of Constructional Steel Research, v. 222 (novembre 2024).
https://doi.org/10.1016/j.jcsr.2024.108876
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Lebastard, Maxime / Couchaux, Maël / Bureau, Alain / Hjiaj, Mohammed (2023): Lateral‐Torsional Buckling of welded I‐members with flame‐cut flanges: Experimental and numerical studies. Dans: ce/papers, v. 6, n. 3-4 (septembre 2023).
https://doi.org/10.1002/cepa.2414
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Beyer, André / Khelil, Abdelouahab / Bureau, Alain / Boissonnade, Nicolas (2023): Lateral torsional buckling of hot rolled channel sections – Numerical simulations and design proposal. Dans: ce/papers, v. 6, n. 3-4 (septembre 2023).
https://doi.org/10.1002/cepa.2578
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Lebastard, Maxime / Couchaux, Maël / Bureau, Alain / Hjiaj, Mohammed (2023): Out‐of‐plane flexural buckling design resistance of welded I‐members made of flame‐cut flanges. Dans: ce/papers, v. 6, n. 3-4 (septembre 2023).
https://doi.org/10.1002/cepa.2415
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Lebastard, Maxime / Couchaux, Maël / Bureau, Alain / Hjiaj, Mohammed (2024): Lateral-torsional buckling of uniform and tapered welded I-section beams. Dans: Engineering Structures, v. 303 (mars 2024).
https://doi.org/10.1016/j.engstruct.2023.117301
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Bureau, Alain / Snijder, H. H. (Bert) / Knobloch, Markus / Kuhlmann, Ulrike / Gardner, Leroy / Taras, Andreas / da Silva, Luís Simões (2022): Revision of EN 1993‐1‐1 – Design rules for structural analysis, cross‐sectional resistance and member buckling. Dans: Steel Construction, v. 15, n. 4 (novembre 2022).
https://doi.org/10.1002/stco.202200029
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Lebastard, Maxime / Couchaux, Maël / Santana, Murillo V. B. / Bureau, Alain / Hjiaj, Mohammed (2022): Elastic lateral-torsional buckling of beams with warping restraints at supports. Dans: Journal of Constructional Steel Research, v. 197 (octobre 2022).
https://doi.org/10.1016/j.jcsr.2022.107410
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Lebastard, Maxime / Couchaux, Maël / Bureau, Alain / Hjiaj, Mohammed (2022): Residual Stresses in Welded I‐section Members with Flame‐cut Flanges. Dans: ce/papers, v. 5, n. 4 (septembre 2022).
https://doi.org/10.1002/cepa.1844
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Beyer, André / Delacourt, Guillaume / Bureau, Alain (2022): Resistance of Closely Spaced Back‐to‐back Connected Equal Leg Angle Sections. Dans: ce/papers, v. 5, n. 4 (septembre 2022).
https://doi.org/10.1002/cepa.1845
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Bureau, Alain / Snijder, Bert / Knobloch, Markus / Kuhlmann, Ulrike / Gardner, Leroy / Taras, Andreas / da Silva, Luís (2022): Revision of EN 1993‐1‐1 – Design Rules for Member Buckling. Dans: ce/papers, v. 5, n. 4 (septembre 2022).
https://doi.org/10.1002/cepa.1769
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Beyer, André / Bureau, Alain / Jaspart, Jean‐Pierre (2021): Buckling resistance of compression members with back‐to‐back connected angle sections. Dans: ce/papers, v. 4, n. 2-4 (septembre 2021).
https://doi.org/10.1002/cepa.1531
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Lebastard, Maxime / Couchaux, Maël / Bureau, Alain / Hjiaj, Mohammed (2021): Lateral‐Torsional Buckling of beams with warping restraints at Supports. Dans: ce/papers, v. 4, n. 2-4 (septembre 2021).
https://doi.org/10.1002/cepa.1548
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Vayas, Ioannis / Jaspart, Jean‐Pierre / Bureau, Alain / Tibolt, Mike / Reygner, Sebastien / Papavasiliou, Michalis (2021): Telecommunication and transmission lattice towers from angle sections – the ANGELHY project. Dans: ce/papers, v. 4, n. 2-4 (septembre 2021).
https://doi.org/10.1002/cepa.1283
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Knobloch, Markus / Bureau, Alain / Kuhlmann, Ulrike / da Silva, Luís Simões / Snijder, Hubertus H. / Taras, Andreas / Bours, Anna‐Lena / Jörg, Fabian (2020): Structural member stability verification in the new Part 1‐1 of the second generation of Eurocode 3. Part 2: Member buckling design rules and further innovations. Dans: Steel Construction, v. 13, n. 3 (août 2020).
https://doi.org/10.1002/stco.202000027
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Knobloch, Markus / Bureau, Alain / Kuhlmann, Ulrike / da Silva, Luís Simões / Snijder, Hubertus H. / Taras, Andreas / Bours, Anna‐Lena / Jörg, Fabian (2020): Structural member stability verification in the new Part 1‐1 of the second generation of Eurocode 3. Part 1: Evolution of Eurocodes, background to partial factors, cross‐section classification and structural analysis. Dans: Steel Construction, v. 13, n. 2 (juin 2020).
https://doi.org/10.1002/stco.202000016
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Beyer, André / Bureau, Alain (2019): Simplified method for lateral‐torsional buckling of beams with lateral restraints. Evaluation of the existing Eurocode 3 approach. Dans: Steel Construction, v. 12, n. 4 (novembre 2019).
https://doi.org/10.1002/stco.201900039
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Couchaux, Maël / Hjiaj, Mohammed / Ryan, Ivor / Bureau, Alain (2017): Tensile resistances of L-stubs. Dans: Journal of Constructional Steel Research, v. 138 (novembre 2017).
https://doi.org/10.1016/j.jcsr.2017.06.016
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Beyer, André / Boissonnade, Nicolas / Khelil, Abdelouahab / Bureau, Alain (2018): Influence of assumed geometric and material imperfections on the numerically determined ultimate resistance of hot-rolled U-shaped steel members. Dans: Journal of Constructional Steel Research, v. 147 (août 2018).
https://doi.org/10.1016/j.jcsr.2018.03.021
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Beyer, André / Boissonnade, Nicolas / Khelil, Abdelhouahab / Bureau, Alain (2017): Elastic stability of U-shaped members in bending considering pre-buckling displacements. Dans: Journal of Constructional Steel Research, v. 135 (août 2017).
https://doi.org/10.1016/j.jcsr.2017.04.011
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Couchaux, Maël / Hjiaj, Mohammed / Ryan, Ivor / Bureau, Alain (2017): Effect of contact on the elastic behaviour of tensile bolted connections. Dans: Journal of Constructional Steel Research, v. 133 (juin 2017).
https://doi.org/10.1016/j.jcsr.2016.10.012
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Couchaux, Maël / Hjiaj, Mohammed / Ryan, Ivor / Bureau, Alain (2018): Tensile resistances of bolted circular flange connections. Dans: Engineering Structures, v. 171 (septembre 2018).
https://doi.org/10.1016/j.engstruct.2018.04.004
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Beyer, André / Khelil, Abdelouahab / Boissonnade, Nicolas / Bureau, Alain (2017): 13.08: Plastic resistance of U sections under major-axis bending, shear force and bi-moments. Dans: ce/papers, v. 1, n. 2-3 (septembre 2017).
https://doi.org/10.1002/cepa.431