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    Integrated Framework for Assessment of Time-Variant Flood Fragility of Bridges Using Deep Learning Neural Networks 

    Source: Journal of Infrastructure Systems:;2021:;Volume ( 027 ):;issue: 001:;page 04020045
    Author(s): Omid Khandel; Mohamed Soliman
    Publisher: ASCE
    Abstract: The increasing intensity and frequency of extreme hydrological events poses a significant threat to the safety of transportation infrastructure across the globe. To reduce the failure risk associated with these structures, ...
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    Integrated Framework for Quantifying the Effect of Climate Change on the Risk of Bridge Failure Due to Floods and Flood-Induced Scour 

    Source: Journal of Bridge Engineering:;2019:;Volume ( 024 ):;issue: 009
    Author(s): Omid Khandel; Mohamed Soliman
    Publisher: American Society of Civil Engineers
    Abstract: Climate change has been recognized as a significant threat for transportation infrastructure. The change in temperature profiles and precipitation patterns and the increase in the intensity of weather-related extreme events ...
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    Ultimate Loads of Continuous Composite Bridges 

    Source: Journal of Structural Engineering:;1992:;Volume ( 118 ):;issue: 009
    Author(s): John B. Kennedy; Mohamed Soliman
    Publisher: American Society of Civil Engineers
    Abstract: The prediction of the ultimate load capacity of composite bridges of slab‐on‐I‐steel girder construction is necessary. This is dictated by design requirements for the ultimate limit states of such bridges. In this paper, ...
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    Erratum for “Life-Cycle Management of Fatigue-Sensitive Structures Integrating Inspection Information” by S. Mohamed Soliman and Dan M. Frangopol 

    Source: Journal of Infrastructure Systems:;2014:;Volume ( 020 ):;issue: 003
    Author(s): Mohamed Soliman; Dan M. Frangopol
    Publisher: American Society of Civil Engineers
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    Optimal Risk-Based Management of Coastal Bridges Vulnerable to Hurricanes 

    Source: Journal of Infrastructure Systems:;2017:;Volume ( 023 ):;issue: 003
    Author(s): Alysson Mondoro; Dan M. Frangopol; Mohamed Soliman
    Publisher: American Society of Civil Engineers
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    Optimization of Life-Cycle Maintenance of Deteriorating Bridges with Respect to Expected Annual System Failure Rate and Expected Cumulative Cost 

    Source: Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 002
    Author(s): Giorgio Barone; Dan M. Frangopol; Mohamed Soliman
    Publisher: American Society of Civil Engineers
    Abstract: Civil infrastructure systems are subjected to progressive deterioration resulting from multiple mechanical and environmental stressors. This deterioration process is developed under uncertainties related to load effects, ...
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    Life-Cycle Management of Fatigue-Sensitive Structures Integrating Inspection Information 

    Source: Journal of Infrastructure Systems:;2014:;Volume ( 020 ):;issue: 002
    Author(s): S. Mohamed Soliman; Dan M. Frangopol
    Publisher: American Society of Civil Engineers
    Abstract: Successful management of deteriorating structures requires the reliable prediction of damage occurrence as well as the time-dependent damage propagation under uncertainty. The reliability of the performance prediction ...
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    Probabilistic Fatigue Life Estimation of Steel Bridges by Using a Bilinear S-N Approach 

    Source: Journal of Bridge Engineering:;2012:;Volume ( 017 ):;issue: 001
    Author(s): Kihyon Kwon; Dan M. Frangopol; Mohamed Soliman
    Publisher: American Society of Civil Engineers
    Abstract: This paper focuses on estimating the fatigue life below the constant amplitude fatigue threshold (CAFT) of steel bridges by using a probabilistic approach on the basis of a bilinear stress life (i.e., the
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    Fatigue Damage in Railway Steel Bridges: Approach Based on a Dynamic Train-Bridge Coupled Model 

    Source: Journal of Bridge Engineering:;2017:;Volume ( 022 ):;issue: 011
    Author(s): Huile Li; Mohamed Soliman; Dan M. Frangopol; He Xia
    Publisher: American Society of Civil Engineers
    Abstract: This paper evaluates the fatigue stress and damage accumulation in steel railway bridges using a dynamic coupled train-bridge system model. The system consists of a spatial vehicle model, a three-dimensional (3D) bridge ...
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    Maintenance and Operation of Infrastructure Systems: Review 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 009
    Author(s): Mauricio Sánchez-Silva; Dan M. Frangopol; Jamie Padgett; Mohamed Soliman
    Publisher: American Society of Civil Engineers
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