A novel approach for the optimum cross-section design of thin-walled box section beams subject to oblique bending based on both adequate-strength and local stability conditions
Auteur(s): |
Mirali Nuraliyev
Mehmet Akif Dundar Hamza Kemal Akyildiz Davut Erdem Sahin |
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Médium: | article de revue |
Langue(s): | anglais |
Publié dans: | Structures, septembre 2024, v. 67 |
Page(s): | 106899 |
DOI: | 10.1016/j.istruc.2024.106899 |
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10793105 - Publié(e) le:
01.09.2024 - Modifié(e) le:
01.09.2024