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Alhashmi, AE., Oudah, F., El Naggar M. H. (2021). Application of binomial system-based reliability in optimizing resistance factor calibration of redundant pile groups. Computers and Geotechnics, 129, 103870. (Elsevier, Impact Factor = 3.82)

I.21

Oudah, F. and El-Hacha, R. (2020). The two-discrete-elements (TDE) shear deformation model: Formulation and application in the seismic design of RC shear walls. Advances in Structural Engineering, (SAGE, Impact Factor = 1.42)

I.20

Oudah, F. and El-Hacha, R. (2020). Monolithic SMA-reinforced double slotted beam-column connection. Smart Materials and Structures, 29(3), 035002. (IOPscience, Impact Factor = 3.54)

I.19

Oudah, F. and El-Hacha, R. (2020). Damage and deformation assessment of earthquake resistant RC slotted beam-column connections using digital image correlation technique. Engineering Structures, 215, 110442. (Elsevier, Impact Factor = 3.55)

I.18

Oudah, F., El Naggar M. H., Norlander, G. (2019). Unified system reliability approach for single and group pile foundations – Theory and resistance factor calibration. Computers and Geotechnics, 108, 173-182. (Elsevier, Impact Factor = 3.82)

I.17.

Oudah, F. and El-Hacha, R. (2018). Innovative self-centering concrete beam-column connection reinforced using Shape Memory Alloy. ACI Structural Journal, 115(3), 607-620.

I.16.

Oudah, F. and El-Hacha, R. (2017). Joint performance in concrete beam-column connections reinforced using SMA smart material. Engineering Structures, 151, 745-760. (Elsevier, Impact Factor = 3.55)

I.15.

Oudah, F. and Norlander, G. (2017). Design philosophy and requirements of granular wear surface thickness for bridges subjected to extreme truck load. Canadian Journal of Civil Engineering, 44(9), 727-735. Featured on the Journal website and sent by the editor to journalists reporting on Civil Engineering. (NRC, Impact Factor = 0.95)

I.14.

Oudah, F., Norlander, G. and El-Hacha, R. (2017). Live-load factor and load combination for bridge systems conveying extremely heavy mining trucks. Journal of Bridge Engineering, 22(4), 04016140. (ASCE, Impact Factor = 1.84)

I.13.

Oudah, F. and El-Hacha, R. (2017). Seismic performance of modified slotted-beam concrete connection. Journal of Earthquake Engineering, 21(5), 726-751. (Taylor & Francis, Impact Factor = 2.78)

I.12.

Oudah, F. and El-Hacha, R. (2017). Plastic hinge relocation in concrete structures using the double-slotted-beam system. Bulletin of Earthquake Engineering, 15(5), 2173–2199. (Springer, Impact Factor = 2.82)

I.11.

Oudah, F. and El-Hacha, R. (2015). Non-linear finite element modeling of RC beams strengthened in flexure using prestressed NSM CFRP under cyclic loading. ACI Special Publications, 301, 1-18. (Invited Paper)

I.10.

Oudah, F. and El-Hacha, R. (2013). Research progress on the fatigue performance of RC beams strengthened in flexure using Fiber Reinforced Polymers. Composites Part B: Engineering, 47, 82-95. Ranked 20^th on the Top 25 for the most downloaded articles in the period of January to March 2013 in the Composite Part B: Engineering Journal. (Elsevier, Impact Factor = 7.64)

I.9.

Oudah, F. and El-Hacha, R. (2013). Analytical fatigue prediction model of RC beams strengthened in flexure using prestressed FRP reinforcement. Engineering Structures, 46, 173-183. (Elsevier, Impact Factor = 3.55)

I.8.

El-Hacha, R. and Oudah, F. (2013). Post-fatigue monotonic behavior of RC beams strengthened with prestressed NSM CFRP strips: Ductility evaluation. Journal of Composites for Construction, 18, SPECIAL ISSUE: 10th Anniversary of IIFC, A4014002-1- A4014002-13. (ASCE, Impact Factor = 2.61)

I.7.

Oudah, F. and El-Hacha, R. (2012). A new ductility model of reinforced concrete beams strengthened using Fiber Reinforced Polymer reinforcement. Composites Part B: Engineering, 43 (8), 3338-3347. (Elsevier, Impact Factor = 7.64)

I.6.

Oudah, F. and El-Hacha, R. (2012). Performance of RC beams strengthened using prestressed NSM-CFRP strips subjected to fatigue loading. Journal of Composites for Construction, 16 (3), 300-307. (ASCE, Impact Factor = 2.61)

I.5.

Oudah, F. and El-Hacha, R. (2012). Fatigue behavior of RC beams strengthened with prestressed NSM CFRP rods. Composite Structures, 94 (4), 1333-1342. (Elsevier, Impact Factor = 5.14)

I.4.

Oudah, F. and El-Hacha, R. (2011). Fatigue strength prediction of RC beams strengthened in flexure using prestressed NSM strips. ACI Special Publications, SP 275-38, 275, 1-20.

I.3.

Hawileh, R., Abdalla, J. A., Tamimi A., Abdelrahman K., and Oudah, F. (2011). Behavior of corroded steel reinforcing bars under monotonic and cyclic loading. Mechanics of Advanced Materials and Structures, 18 (3), 218-224. (Taylor & Francis, Impact Factor = 3.05)

I.2.

Hawileh, R., Abdalla, J. A., Oudah, F., and Abdelrahman, K. (2010). Low-cycle fatigue life behavior of BS 460B and BS B500B steel reinforcing bars. Fatigue & Fracture of Engineering Materials & Structures, 33 (7), 397-407. (Wiely, Impact Factor = 3.03)

I.1.

Abdalla, J. A., Hawileh, R., Oudah, F., and Abdelrahman, K. (2009). Energy-based prediction of low-cycle fatigue life of BS 460B and BS B500B steel bars. Materials & Design, 30 (10), 4405-4413. (Elsevier, Impact Factor = 5.77)