A. H. Salem
- Ultimate capacity of battened columns composed of four equal slender angles. In: Thin-Walled Structures, v. 63 (Februar 2013). (2013):
- Behaviour and Design of Steel I-Beam to Column End Plate Bolted Connections Based on Experimental and Numerical Investigations. In: Electronic Journal of Structural Engineering, v. 20 (Juni 2020). (2020):
- The use of stability functions in the analysis of rigid frames. Vorgetragen bei: Sixième Congrès de l'AIPC = Sixth Congress of IABSE = Sechster Kongress der IVBH, Stockholm, 27 juin-1er juillet 1960. (1960):
- Ultimate capacity of axially loaded thin-walled tapered columns with doubly symmetric sections. In: Thin-Walled Structures, v. 47, n. 8-9 (August 2009). (2009):
- Experimental investigation for the behaviour of battened beam-columns composed of four equal slender angles. In: Thin-Walled Structures, v. 48, n. 9 (September 2010). (2010):
- Ultimate capacity of I-slender section columns. In: Journal of Constructional Steel Research, v. 60, n. 8 (August 2004). (2004):
- Strength of cold formed battened columns subjected to eccentric axial compressive force. In: Journal of Constructional Steel Research, v. 113 (Oktober 2015). (2015):
- Strength of biaxially loaded slender I-section beam-columns. In: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 34, n. 2 (Februar 2007). (2007):
- Elastic Stability of Planar Steel Frames with Unsymmetrical Beam Loading. In: Journal of Structural Engineering (ASCE), v. 130, n. 11 (November 2004). (2004):