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    Analytical and Finite-Element Modeling of FRP-Concrete-Steel Double-Skin Tubular Columns 

    Source: Journal of Bridge Engineering:;2015:;Volume ( 020 ):;issue: 008
    Author(s): Omar I.; Abdelkarim; Mohamed A.; ElGawady
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a finite-element (FE) analysis of hybrid fiber-reinforced polymer (FRP)-concrete-steel double-skin tube (FSDT) in the form of columns. The FSDT columns that were examined consisted of a concrete wall ...
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    Evaluating the Emergent Controls of Stream Water Quality with Similitude and Dimensionless Numbers 

    Source: Journal of Hydrologic Engineering:;2019:;Volume (024):;issue:005
    Author(s): Omar I. Abdul-Aziz;Shakil Ahmed
    Publisher: American Society of Civil Engineers
    Abstract: The emergent hydrologic and land-use controls of coastal-urban stream water quality were evaluated by using similitude and dimensional analysis, considering southeast Florida a prototype of growing coastal-urban environments. ...
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    Evaluating the Emergent Controls of Stream Water Quality with Similitude and Dimensionless Numbers 

    Source: Journal of Hydrologic Engineering:;2019:;Volume ( 024 ):;issue: 005
    Author(s): Omar I. Abdul-Aziz; Shakil Ahmed
    Publisher: American Society of Civil Engineers
    Abstract: The emergent hydrologic and land-use controls of coastal-urban stream water quality were evaluated by using similitude and dimensional analysis, considering southeast Florida a prototype of growing coastal-urban environments. ...
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    Calibration and Validation of an Empirical Dissolved Oxygen Model 

    Source: Journal of Environmental Engineering:;2007:;Volume ( 133 ):;issue: 007
    Author(s): Omar I. Abdul-Aziz; Bruce N. Wilson; John S. Gulliver
    Publisher: American Society of Civil Engineers
    Abstract: A common difficulty in stream health assessments is the scarcity of real-time dissolved oxygen (DO) data. Discrete DO measurements, collected at times often imposed by sampling constraints, are difficult to use in assessments ...
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    Behavior of Hollow-Core Steel-Concrete-Steel Columns Subjected to Torsion Loading 

    Source: Journal of Bridge Engineering:;2016:;Volume ( 021 ):;issue: 010
    Author(s): Sujith Anumolu; Omar I. Abdelkarim; Mohamed A. ElGawady
    Publisher: American Society of Civil Engineers
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    Bending and Buckling Behavior of Hollow-Core FRP–Concrete–Steel Columns 

    Source: Journal of Bridge Engineering:;2019:;Volume ( 024 ):;issue: 008
    Author(s): Mohanad M. Abdulazeez; Mohamed A. ElGawady; Omar I. Abdelkarim
    Publisher: American Society of Civil Engineers
    Abstract: This article presents a numerical study on the behavior of hollow-core fiber-reinforced polymer–concrete–steel (HC-FCS) columns under combined axial compression and lateral loadings. The investigated HC-FCS columns consisted ...
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    Design, Construction, and Performance of Continuously Reinforced Concrete Pavement Reinforced with GFRP Bars: Case Study 

    Source: Journal of Composites for Construction:;2020:;Volume ( 024 ):;issue: 005
    Author(s): Brahim Benmokrane; Abdoulaye Sanni Bakouregui; Hamdy M. Mohamed; Denis Thébeau; Omar I. Abdelkarim
    Publisher: ASCE
    Abstract: The application of deicing salt on roads during the winter is one of the main reasons for steel corrosion in reinforced-concrete pavements in cold-weather regions such as Canada and the Northern United States. Steel corrosion ...
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    Behavior of Hollow-Core FRP-Concrete-Steel Columns under Static Cyclic Flexural Loading 

    Source: Journal of Structural Engineering:;2018:;Volume ( 144 ):;issue: 002
    Author(s): Omar I. Abdelkarim; Mohamed A. ElGawady; Sujith Anumolu; Ahmed Gheni; Gregory E. Sanders
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the seismic behavior of hollow-core fiber-reinforced polymer (FRP)-concrete-steel (HC-FCS) columns comparable with the conventional RC column. The typical HC-FCS column consists of a concrete shell ...
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    Design and Field Testing of a First Continuous Slab-on-Girder Bridge with a Hybrid GFRP–Steel-Reinforced Bridge Deck in Canada 

    Source: Journal of Bridge Engineering:;2020:;Volume ( 025 ):;issue: 008
    Author(s): Omar I. Abdelkarim; Ehab A. Ahmed; Brahim Benmokrane; Marc-Antoine Loranger
    Publisher: ASCE
    Abstract: This paper introduces field tests of the first continuous multispan slab-on-girder bridge with hybrid glass fiber-reinforced-polymer (GFRP)–steel reinforcement in Canada. The bridge was constructed in 2012 on Chemin Dunant ...
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    Strengthening Infrastructure Resilience to Hurricanes by Modeling Transportation and Electric Power Network Interdependencies 

    Source: Natural Hazards Review:;2025:;Volume ( 026 ):;issue: 003:;page 04025024-1
    Author(s): Tasnuba Binte Jamal; Samiul Hasan; Omar I. Abdul-Aziz; Pallab Mozumder; Rounak Meyur
    Publisher: American Society of Civil Engineers
    Abstract: Community resilience is significantly affected by infrastructure disruptions during hurricanes. Resilience is generally defined as the ability of a system to manage shocks and return to a normal state in response to an ...
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