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The document presents a study on the lateral-torsional buckling resistance of high-strength steel I-beams with sinusoidal web openings, comparing their performance to standard beams. Utilizing finite element analysis, the research evaluates the impact of residual stress and varying steel strengths on buckling resistance. The findings indicate that increasing steel strength enhances lateral-torsional buckling resistance, particularly in the inelastic regime.

Author

Carlos Humberto Martins

Language

EN