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This research presents an advanced line-finite-element method (CR-LFEM) for analyzing lateral-torsional buckling (LTB) of steel beams, incorporating partial torsion and warping restraints. The study demonstrates that these restraints significantly affect the buckling capacity and provides design recommendations for classifying connection stiffness. The improved CR-LFEM has been implemented into educational software, enhancing practical applications in structural engineering.

Author

ORK SAMNANG

Language

EN