Energy-based prediction of low-cycle fatigue life of BS 460B and BS B500B steel bars JA Abdalla, RA Hawileh, F Oudah, K Abdelrahman Materials & design 30 (10), 4405-4413, 2009 | 83 | 2009 |
A new ductility model of reinforced concrete beams strengthened using fiber reinforced polymer reinforcement F Oudah, R El-Hacha Composites Part B: Engineering 43 (8), 3338-3347, 2012 | 74 | 2012 |
Research progress on the fatigue performance of RC beams strengthened in flexure using Fiber Reinforced Polymers F Oudah, R El-Hacha Composites Part B: Engineering, 2012 | 68 | 2012 |
Low‐cycle fatigue life behaviour of BS 460B and BS B500B steel reinforcing bars RA Hawileh, JA Abdalla, F Oudah, K Abdelrahman Fatigue & Fracture of Engineering Materials & Structures 33 (7), 397-407, 2010 | 58 | 2010 |
Analytical fatigue prediction model of RC beams strengthened in flexure using prestressed FRP reinforcement F Oudah, R El-Hacha Engineering Structures 46, 173-183, 2013 | 56 | 2013 |
Fatigue behavior of RC beams strengthened with prestressed NSM CFRP rods F Oudah, R El-Hacha Composite Structures 94 (4), 1333-1342, 2012 | 55 | 2012 |
Performance of RC beams strengthened using prestressed NSM-CFRP strips subjected to fatigue loading F Oudah, R El-Hacha Journal of Composites for Construction 16 (3), 300-307, 2012 | 48 | 2012 |
Behavior of corroded steel reinforcing bars under monotonic and cyclic loadings RA Hawileh, JA Abdalla, A Al Tamimi, K Abdelrahman, F Oudah Mechanics of Advanced Materials and Structures 18 (3), 218-224, 2011 | 44 | 2011 |
Joint performance in concrete beam-column connections reinforced using SMA smart material F Oudah, R El-Hacha Engineering Structures 151, 745-760, 2017 | 41 | 2017 |
Innovative Self-Centering Concrete Beam-Column Connection Reinforced Using Shape Memory Alloy. F Oudah, R El-Hacha ACI Structural Journal 115 (3), 2018 | 30 | 2018 |
Unified system reliability approach for single and group pile foundations–Theory and resistance factor calibration F Oudah, MH El Naggar, G Norlander Computers and Geotechnics 108, 173-182, 2019 | 25 | 2019 |
Fatigue performance of RC beams strengthened using prestressed NSM CFRP F Oudah | 21 | 2011 |
Plastic hinge relocation in concrete structures using the double-slotted-beam system F Oudah, R El-Hacha Bulletin of Earthquake Engineering 15, 2173-2199, 2017 | 18 | 2017 |
Seismic performance of modified single-slotted-beam concrete connection F Oudah, R El-Hacha Journal of Earthquake Engineering 21 (5), 726-751, 2017 | 14 | 2017 |
Development of innovative self-centering concrete beam-column connections reinforced using shape memory alloys F Oudah University of Calgary (Canada), 2014 | 10 | 2014 |
Damage and deformation assessment of earthquake-resistant RC slotted beam-column connections using digital image correlation technique F Oudah, R El-Hacha Engineering Structures 215, 110442, 2020 | 9 | 2020 |
Ductility of FRP reinforced RC structures: A critical review of definition and expressions F Oudah, R El-Hacha Concrete Solutions 2014, 329-35, 2014 | 9 | 2014 |
New learning functions for active learning Kriging reliability analysis using a probabilistic approach: KO and WKO functions K Khorramian, F Oudah Structural and Multidisciplinary Optimization 66 (8), 177, 2023 | 8 | 2023 |
Time-dependent reliability-based charts to evaluate the structural safety of RC wharf decks exposed to corrosion and freeze-thaw effect F Oudah Engineering Structures 283, 115887, 2023 | 8 | 2023 |
Active Learning Kriging-Based Reliability for Assessing the Safety of Structures Theory and Application K Khorramian, F Oudah Leveraging Artificial Intelligence in Engineering, Management, and Safety of …, 2022 | 8 | 2022 |