| Assessing the flexural and axial behaviour of reinforced concrete members at elevated temperatures using sectional analysis SF El-Fitiany, MA Youssef Fire Safety Journal 44 (5), 691-703, 2009 | 92 | 2009 |
| Interaction diagrams for fire-exposed reinforced concrete sections SF El-Fitiany, MA Youssef Engineering structures 70, 246-259, 2014 | 42 | 2014 |
| Fire performance of reinforced concrete frames using sectional analysis SF El-Fitiany, MA Youssef Engineering Structures 142, 165-181, 2017 | 35 | 2017 |
| STRESS-BLOCK PARAMETERS FOR REINFORCED CONCRETE BEAMS DURING FIRE EVENTS 2 SF El-Fitiany, MA Youssef parameters 17, 18, 2011 | 20 | 2011 |
| Seismic performance of concrete core walls reinforced with shape memory alloy bars E Abraik, SF El-Fitiany, MA Youssef Structures 27, 1479-1489, 2020 | 18 | 2020 |
| Simplified Method to Analyze Continuous Reinforced Concrete Beams during Fire Exposure. SF El-Fitiany, MA Youssef ACI Structural Journal 111 (1), 2014 | 16 | 2014 |
| A simplified sectional analysis approach for RC elements during fire events SF El-Fitiany, MA Youssef 6th International Conference on Structures in Fire, Michigan State …, 2010 | 14 | 2010 |
| Shear capacity of RC beams at elevated temperatures MA Youssef, MA Diab, SF El-Fitiany Magazine of Concrete Research 67 (22), 1190-1203, 2015 | 12 | 2015 |
| Performance-based design of RC beams using an equivalent standard fire R Kuehnen, M Youssef, S El-Fitiany Journal of Structural Fire Engineering 12 (1), 98-109, 2020 | 9 | 2020 |
| Influence of natural fire development on concrete compressive strength R Kuehnen, MA Youssef, SF El-Fitiany Fire 5 (2), 34, 2022 | 8 | 2022 |
| Practical method to predict the axial capacity of RC columns exposed to standard fire SF El-Fitiany, MA Youssef Journal of Structural Fire Engineering 9 (4), 266-286, 2018 | 8 | 2018 |
| Seismic performance of hybrid corrosion-free self-centering concrete shear walls E Abraik, MA Youssef, SF El-Fitiany Sustainability 14 (2), 712, 2022 | 7 | 2022 |
| Simplified structural analysis of framed ordinary non-tempered glass panels during fire exposure A Sabsabi, MA Youssef, SF El-Fitiany, A Vedrtnam Fire Safety Journal 122, 103357, 2021 | 7 | 2021 |
| Flexural behavior of protected concrete slabs after fire exposure MA Youssef, SF El-Fitiany, MA Elfeki ACI SP-255: Designing concrete structures for fire safety, 2008 | 6 | 2008 |
| Performance-based design of RC columns using an equivalent standard fire RT Kuehnen, MA Youssef, S El-Fitiany Fire safety journal 111, 102935, 2020 | 5 | 2020 |
| Simplified tools for performance-based design of reinforced concrete frames exposed to fire SEDF El-Fitiany The University of Western Ontario (Canada), 2013 | 4 | 2013 |
| Behavior of RC flat plate structure subjected to compartment fires KA Abouleiwun, HMF Elbakry, MA Diab, SF El-Fitiany Journal of Structural Fire Engineering 13 (4), 558-574, 2022 | 2 | 2022 |
| Structural performance of single-skin glass façade systems exposed to fire M Badr, MA Youssef, S El-Fitiany, A Vedrtnam Journal of Structural Fire Engineering 14 (3), 321-343, 2023 | 1 | 2023 |
| Seismic Performance of Hybrid Corrosion-Free Self-Centering Concrete Shear Walls. Sustainability 2022, 14, 712 E Abraik, MA Youssef, SF El-Fitiany s Note: MDPI stays neutral with regard to jurisdictional claims in published …, 2022 | 1 | 2022 |
| Performance-based design of RC beams exposed to natural fire: a case study RT Kuehnen, MA Youssef, S El-Fitiany Canadian Society of Civil Engineers Annual Conference, Laval, Canada, 2019 …, 2019 | 1 | 2019 |
