Critical load for shear-induced lateral-distortional buckling in I-section steel beams considering flexural stiffness ratio
| Autor: | Zhou, Si-Ming, Tong, Gen-Shu, Xu, Quan-Biao, Zhu, Hao-Chuan, Xiao, Zhi-Bin |
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| Zdroj: | In Structures April 2024 62 |
| Databáze: | ScienceDirect |
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