Danny J. Yong
- Beam-column Resistance of Steel Members: A Comparative Study of Aisc Lrfd and Ec3 Approaches. In: International Journal of Structural Stability and Dynamics, v. 11, n. 2 (April 2011). (2011):
- Equivalent uniform moment factors for lateral–torsional buckling of steel members. In: Journal of Constructional Steel Research, v. 62, n. 6 (Juni 2006). (2006):