Lateral–torsional buckling of steel beams pre-stressed by straight tendons with a single deviator
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DOI: 10.1016/j.tws.2021.107642
Abstract: Abstract We develop a novel lateral–torsional buckling theory for pre-stressed (PS) steel H-beams with or without a deviator by using the total potential energy derived from the second order terms of semi-tangential rotations, the analytically… read more here.
Keywords: steel beams; torsional buckling; lateral torsional; semi tangential ... See more keywords