Effect of moment gradient and load height with respect to centroid on the reliability of wide flange steel beams subject to elastic lateral torsional buckling - Eamon, Christopher D.; Lamb, Alexander W.; Patki, Kapil (Engineering structures, 2017)
Keywords: Bending; Buckling; Buildings; Curvature; Dead loads; Differential equations; Load resistance; Random variables; Reliability; Reliability aspects; Stability; Static loads; Steel; Steel beams; Steel structures; Structural steels; Reliability; Steel structures; Stability