| Shear strengthening of RC beams using prefabricated ultra-high performance fiber reinforced concrete (UHPFRC) plates: Experimental and numerical investigation KTMMWN - Sakr M. A., Sleemah A. Structural concrete journal 20, 1137-1153., 2019 | 56* | 2019 |
| Development of shear capacity equations for RC beams strengthened with UHPFRC W Mansour, M Sakr, A Seleemah, BA Tayeh, T Khalifa Computers and Concrete 27 (5), 473-487, 2021 | 45 | 2021 |
| Behavior of RC beams strengthened in shear with ultra-high performance fiber reinforced concrete (UHPFRC) MA Sakr, AA Sleemah, TM Khalifa, WN Mansour MATEC web of conferences 199, 09002, 2018 | 39 | 2018 |
| Bond behavior between concrete and prefabricated ultra high-performance fiber-reinforced Concrete (UHPFRC) plates W Mansour, MA Sakr, AA Seleemah, BA Tayeh, TM Khalifa Structural Engineering and Mechanics 81 (3), 305-316, 2022 | 38 | 2022 |
| Modelling and behaviour of beam-to-column connections under axial force and cyclic bending S El-Khoriby, MA Sakr, TM Khalifa, MM Eladly Journal of Constructional Steel Research 129, 171-184, 2017 | 38 | 2017 |
| Analysis of RC columns strengthened with ultra-high performance fiber reinforced concrete jackets under eccentric loading BO Mohammed A.Sakr , Tamer M.El Korany Engineering Structures, 2020 | 31 | 2020 |
| Long-term deflection of cracked composite beams with nonlinear partial shear interaction: I—Finite element modeling MA Sakr, SSS Sakla Journal of Constructional Steel Research 64 (12), 1446-1455, 2008 | 31 | 2008 |
| Modeling of RC shear walls strengthened with ultra-high performance fiber reinforced concrete (UHPFRC) jackets MA Sakr, SR El-khoriby, TM Khalifa, MT Nagib Engineering Structures 200, 109696, 2019 | 23 | 2019 |
| Modeling of RC shear walls strengthened by FRP composites MA Sakr, SR El-Khoriby, TM Khalifa, MT Nagib Struct. Eng. Mech 61 (3), 407-417, 2017 | 23 | 2017 |
| Finite element modeling of debonding mechanisms in carbon fiber reinforced polymer‐strengthened reinforced concrete continuous beams MA Sakr Structural Concrete 19 (4), 1002-1012, 2018 | 19 | 2018 |
| Long-term deflection of cracked composite beams with nonlinear partial shear interaction—A study using neural networks MA Sakr, SSS Sakla Engineering structures 31 (12), 2988-2997, 2009 | 19 | 2009 |
| Cyclic behaviour of squat reinforced concrete shear walls strengthened with ultra-high performance fiber reinforced concrete MT Nagib, MA Sakr, SR El-khoriby, TM Khalifa Engineering Structures 246, 112999, 2021 | 17 | 2021 |
| External Strengthening of RC Continuous Beams Using FRP Plates: Finite Element Model WNM M A Sakr, T M Khalifa Second International Conference on Advances in Civil, Structural and …, 2015 | 15* | 2015 |
| Cyclic behaviour of infilled steel frames with different beam-to-column connection types MA Sakr, MM Eladly, T Khalifa, S El-Khoriby Steel and Composite Structures, An International Journal 30 (5), 443-456, 2019 | 11 | 2019 |
| Ultimate behavior of externally prestressed Composite beams with partial shear connection A Dabaon, A Sakr, K Omnia Department of Structural Engineering, Ain Shams University, Egypt, 2005 | 11 | 2005 |
| Modeling of ultra-high performance fiber reinforced concrete columns under eccentric loading MA Sakr, B Osama, TM El Korany Structures 32, 2195-2210, 2021 | 9 | 2021 |
| Analysis of RC Continuous Beams Strengthened with FRP Plates: A Finite Element Model MA Sakr, TM Khalifa, WN Mansour Civil Engineering Journal 2 (11), 576-589, 2016 | 7 | 2016 |
| The shear strength of existing non-seismic RC beam-column joints strengthened with CFRP Sheets: Numerical and analytical study AG Saad, MA Sakr, TM El-korany Engineering Structures 291, 116497, 2023 | 6 | 2023 |
| Time-Dependent Analysis of Partially Prestressed Continuous Composite Beams J Sakr, M., and Lapos Civil Engineering, Budapest, 1998 | 6* | 1998 |
| Interfacial shear behavior between UHPFRC layers and normal concrete substrate for shear-strengthened squat RC shear walls under cyclic loading MT Nagib, MA Sakr, SR El-khoriby, TM Khalifa Engineering Structures 254, 113850, 2022 | 5 | 2022 |
