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