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