APA (7th ed.) Citation

Eamon, C. D., Lamb, A. W., & Patki, K. (2017). 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. Engineering structures, 150, 656-664. https://doi.org/10.1016/j.engstruct.2017.07.087

Chicago Style (17th ed.) Citation

Eamon, Christopher D., Alexander W. Lamb, and Kapil Patki. "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." Engineering Structures 150 (2017): 656-664. https://doi.org/10.1016/j.engstruct.2017.07.087.

MLA (9th ed.) Citation

Eamon, Christopher D., et al. "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." Engineering Structures, vol. 150, 2017, pp. 656-664, https://doi.org/10.1016/j.engstruct.2017.07.087.