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This research develops improved buckling reduction factors for steel columns that account for amplified geometric imperfections and variability in residual stresses, which are critical for assessing the buckling capacity of existing structures. The study employs advanced GMNI analyses to evaluate local and global buckling resistances of I- and box-section columns, calibrating Eurocode formulas against experimental results to enhance accuracy. The findings enable designers to better estimate buckling capacit
- Author
- vitória prado
- Language
- EN