| Earthquake amplification factors for self-supporting telecommunication towers M Khedr, McClure, G. Canadian Journal of Civil Engineering 26 (2), 208-215, 1999 | 32 | 1999 |
| A simplified method for seismic analysis of lattice telecommunication towers M Khedr, McClure, G. Canadian Journal of Civil Engineering 27 (3), 533-542, 2000 | 26 | 2000 |
| Seismic analysis of lattice towers MAH Khedr McGill University, 1998 | 26 | 1998 |
| CFRP Strengthening of Steel I-Beam Against Local Web Buckling: A Numerical Analysis MA Gareeb, MA Khedr, EY Sayed-Ahmed 5th International Conference on Structural Engineering, Mechanics, and …, 2013 | 7 | 2013 |
| A quasi-static method for seismic analysis of self-supporting latticed telecommunication towers M Khedr, G McClure Proceedings of the CSCE annual conference 6, 327-336, 1997 | 7 | 1997 |
| Seismic behavior of steel lattice telecommunication towers G McClure, M Lapointe, M Khedr Proceedings of the sixth international conference STESSA, Behaviour of Steel …, 2000 | 6* | 2000 |
| Steel beams strengthened with prestressed CFRP laminate: is there a need for laminate prestressing? MA Gharib, WH Khushefati, MA Khedr, EY Sayed-Ahmed Electronic Journal of Structural Engineering 16, 53-62, 2016 | 5 | 2016 |
| Performance of steel beams strengthened with prestressed CFRP laminate MA Gharib, WH Khushefati, MA Khedr, EY Sayed-Ahmed Electronic Journal of Structural Engineering 15, 60-69, 2015 | 5 | 2015 |
| Design of circular steel flange plates subjected to tension loads – yield line approach MA Khedr Journal of Constructional Steel Research 187, 2021 | 4 | 2021 |
| Finite Element Modelling of Circular Base Plate Connections M Khedr, S Heikal Ain Shams Journal of Civil Engineering, 2009 | 2 | 2009 |
| Design Model for Circular Base Plates under Bending Moment M Ghareeb, S Heikal, M Khedr Ain Shams Journal of Civil Engineering 43 (1), 121-138, 2008 | 2 | 2008 |
| A Study in the Behaviour of Circular Base Plates under Bending Moment M Ghareeb, S Heikal, M Khedr Proceedings of the Twelfth International Colloquium on Structural and …, 2007 | 2 | 2007 |
| Interfacial Stresses of Steel Beams Strengthened with Prestressed CFRP Laminate and Mechanical Anchorage M Gharib, M Khedr, E Sayed-Ahmed Al Azhar University Engineering Sector, 2015 | 1 | 2015 |
| Interfacial Stress of Steel Beams Strengthened with Prestressed CFRP Laminate and Mechanical Anchorage M Gharib, M Khedr, E Sayed-Ahmed Al Azhar University Engineering Sector Journal, JAUES, 2011 | 1* | 2011 |
| Optimum design of steel telecommunication poles using genetic algorithms M Khedr Canadian Journal of Civil Engineering 34 (12), 1567-1576, 2007 | 1 | 2007 |
| Seismic design of lattice telecommunication towers: research, codes and practices G McClure, M Khedr Proceedings of the Eighth Canadian Conference on Earthquake Engineering, 627-632, 1999 | 1 | 1999 |
| Design of steel transmission pole base plates using yield line method MA Khedr Journal of Constructional Steel Research 199, 107642, 2022 | | 2022 |
| Seismic Analysis of Transmission Towers—Case Study M Khedr, R Lord Electrical Transmission and Substation Structures 2022, 103-115, 2022 | | 2022 |
| Numerical analysis of steel beams strengthened with prestressed CFRP laminate MA Gharib, WH Khushefati, MA Khedr, EY Sayed-Ahmed Electronic Journal of Structural Engineering. 16, 2016 | | 2016 |
| Flexure behaviour of strengthened steel poles M Khedr, T Romeh, A Seleemah High Performance Structures and Materials VI 124, 229-238, 2012 | | 2012 |
Ezzeldin Yazeed Sayed-AhmedProfessor, Construction Engineering Department, the American University in CairoVerified email at aucegypt.edu
