D. Beg
- Slenderness limit of Class 3 I cross-sections made of high strength steel. In: Journal of Constructional Steel Research, v. 38, n. 3 (Juli 1996). (1996):
- Net cross-section design resistance and local ductility of elements made of high strength steel. In: Journal of Constructional Steel Research, v. 63, n. 11 (November 2007). (2007):
- Design rules for out-of-plane stability of roller bent steel arches with FEM. In: Journal of Constructional Steel Research, v. 79 (Dezember 2012). (2012):
- Eigenspannungen bei geschweißten I-Profilen aus hochfesten Stählen. In: Stahlbau, v. 63, n. 5 (Mai 1994). (1994):