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    Clustering-Based Active-Learning Kriging Reliability Analysis of FRP-Strengthened RC Beams with Random Finite-Element to Model Spatial Variability 

    Source: Journal of Composites for Construction:;2024:;Volume ( 028 ):;issue: 005:;page 04024045-1
    Author(s): Connor Petrie; Fadi Oudah
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a framework for assessing the reliability of fiber reinforced polymer (FRP)–strengthened reinforced concrete (RC) beams in flexure using stochastic nonlinear finite-element (SNFE) analysis and k-w-means ...
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    Reliability-Based Design Aid for Evaluation and FRP Retrofit of Existing RC Bending Members by Considering Project-Specific Conditions 

    Source: Journal of Composites for Construction:;2025:;Volume ( 029 ):;issue: 003:;page 04025020-1
    Author(s): Fadi Oudah; Connor Petrie
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the formulation of a reliability-based design aid to assess the need for strengthening existing reinforced concrete (RC) flexural members and optimize the retrofit using externally bonded fiber-reinforced ...
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    Postfatigue Monotonic Behavior of RC Beams Strengthened with Prestressed NSM CFRP Strips: Ductility Evaluation 

    Source: Journal of Composites for Construction:;2014:;Volume ( 018 ):;issue: 003
    Author(s): Raafat El-Hacha; Fadi Oudah
    Publisher: American Society of Civil Engineers
    Abstract: The flexural behavior of fatigued reinforced concrete (RC) beams strengthened using prestressed near surface mounted (NSM) carbon fiber–reinforced polymer (CFRP) strips was investigated. Five RC beams were tested; one beam ...
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    Performance of RC Beams Strengthened Using Prestressed NSM-CFRP Strips Subjected to Fatigue Loading 

    Source: Journal of Composites for Construction:;2012:;Volume ( 016 ):;issue: 003
    Author(s): Fadi Oudah; Raafat El-Hacha
    Publisher: American Society of Civil Engineers
    Abstract: The fatigue performance of Reinforced Concrete (RC) beams strengthened using prestressed Near Surface Mounted (NSM) Carbon Fiber Reinforced Polymer (CFRP) strips was evaluated in this paper. Five full-scale RC beams were ...
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    Live-Load Factor and Load Combination for Bridge Systems Conveying Extremely Heavy Mining Trucks 

    Source: Journal of Bridge Engineering:;2017:;Volume ( 022 ):;issue: 004
    Author(s): Fadi Oudah; Glen Norlander; Raafat El-Hacha
    Publisher: American Society of Civil Engineers
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    Metric Systems for Performance Evaluation of Active Learning Kriging Configurations for Reliability Analysis 

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2024:;Volume ( 010 ):;issue: 002:;page 04024024-1
    Author(s): Koosha Khorramian; Fadi Oudah
    Publisher: ASCE
    Abstract: In active learning Kriging (AK) reliability-based analysis, a surrogate model is trained in a stepwise manner and used to evaluate the reliability of the desired system by reducing the computational cost of analysis. While ...
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    Recommendations for Active-Learning Kriging Reliability Analysis of Bridge Structures 

    Source: Journal of Bridge Engineering:;2025:;Volume ( 030 ):;issue: 001:;page 04024099-1
    Author(s): Elizabeth Godin-Hebert; Koosha Khorramian; Fadi Oudah
    Publisher: American Society of Civil Engineers
    Abstract: Active-learning Kriging (AK) was developed as a surrogate-aided reliability technique to address the need for efficient reliability estimation when assessing complex limit states. The results of AK analyses are sensitive ...
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