Alexander W. Lamb
- Load Height and Moment Factors for Doubly Symmetric Wide Flange Beams. In: Journal of Structural Engineering (ASCE), v. 141, n. 12 (December 2015). (2015):
- 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. In: Engineering Structures, v. 150 (November 2017). (2017):