Sherif M. Ibrahim
- Tension-Flange Restraint Effect on Lateral-Torsional Buckling Moment Capacity of Web-Tapered Steel I-Sections. In: International Journal of Steel Structures. :
- Effective buckling length of frames with tapered columns and partially tapered beams. In: Journal of Constructional Steel Research, v. 187 (Dezember 2021). (2021):