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    Cost-Effective Lifetime Structural Health Monitoring Based on Availability 

    Source: Journal of Structural Engineering:;2011:;Volume ( 137 ):;issue: 001
    Author(s): Sunyong Kim; Dan M. Frangopol
    Publisher: American Society of Civil Engineers
    Abstract: The state of a structural system subjected to deterioration processes is changing continuously. This state cannot be reliably predicted without considering both aleatory and epistemic uncertainties. To reduce the epistemic ...
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    Cost-Based Optimum Scheduling of Inspection and Monitoring for Fatigue-Sensitive Structures under Uncertainty 

    Source: Journal of Structural Engineering:;2011:;Volume ( 137 ):;issue: 011
    Author(s): Sunyong Kim; Dan M. Frangopol
    Publisher: American Society of Civil Engineers
    Abstract: Inspection and monitoring of deteriorating structures are generally performed to assess structural integrity and predict the remaining service life. For deteriorating structures, a reliable prediction of damage occurrence ...
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    Probabilistic Optimum Inspection/Repair Planning to Extend Lifetime of Deteriorating Structures 

    Source: Journal of Performance of Constructed Facilities:;2011:;Volume ( 025 ):;issue: 006
    Author(s): Sunyong Kim; Dan M. Frangopol; Benjin Zhu
    Publisher: American Society of Civil Engineers
    Abstract: Repair actions are generally used to prevent failures and to maintain or extend the lifetime of deteriorating structures. To establish optimum inspection/repair planning for a structure, its performance under uncertainty ...
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    Bridge Reliability Assessment Based on Monitoring 

    Source: Journal of Bridge Engineering:;2008:;Volume ( 013 ):;issue: 003
    Author(s): Dan M. Frangopol; Alfred Strauss; Sunyong Kim
    Publisher: American Society of Civil Engineers
    Abstract: During the past decade, monitoring concepts for structural systems have been subjected to a rapid development process. They have become more and more important in the intervention planning (e.g., maintenance, repair, ...
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    Bridge Safety Evaluation Based on Monitored Live Load Effects 

    Source: Journal of Bridge Engineering:;2009:;Volume ( 014 ):;issue: 004
    Author(s): Ming Liu; Dan M. Frangopol; Sunyong Kim
    Publisher: American Society of Civil Engineers
    Abstract: A novel approach to evaluating safety of existing bridges based on monitored structural responses and component conditions is presented in this paper. A limit state equation is developed for the measured strain data from ...
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    Bridge System Performance Assessment from Structural Health Monitoring: A Case Study 

    Source: Journal of Structural Engineering:;2009:;Volume ( 135 ):;issue: 006
    Author(s): Ming Liu; Dan M. Frangopol; Sunyong Kim
    Publisher: American Society of Civil Engineers
    Abstract: Based on the long-term monitored strain data induced by heavy vehicle traffic on an existing bridge, this paper presents an efficient approach to assessing the bridge system performance through a series-parallel system ...
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    Probabilistic Optimum Bridge System Maintenance Management Considering Correlations of Deteriorating Components and Service Life Extensions 

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2022:;Volume ( 008 ):;issue: 003:;page 04022023
    Author(s): Sunyong Kim; Baixue Ge; Dan M. Frangopol
    Publisher: ASCE
    Abstract: Service life extensions of bridge components and systems due to maintenance can be correlated when the maintenance actions are applied to multiple bridge components. This paper deals with the probabilistic optimum bridge ...
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    Optimum Seismic Retrofit of Deteriorating RC Bridge Columns Based on Risk, Cost–Benefit, and Real Option Analyses 

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2024:;Volume ( 010 ):;issue: 003:;page 04024043-1
    Author(s): Sunyong Kim; Yanzhi Yang; Dan M. Frangopol
    Publisher: American Society of Civil Engineers
    Abstract: Continuous exposure to aggressive environmental stressors, deterioration mechanisms, and natural hazards subjects existing bridges to a multitude of detrimental impacts on structural performance throughout their service ...
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    Closure to “Bridge Reliability Assessment Based on Monitoring” by D. M. Frangopol, A. Strauss, and S. Kim 

    Source: Journal of Bridge Engineering:;2010:;Volume ( 015 ):;issue: 006
    Author(s): Dan M. Frangopol; Alfred Strauss; Sunyong Kim; Ian C. Hodgson
    Publisher: American Society of Civil Engineers
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    Optimum Target Reliability Determination for Efficient Service Life Management of Bridge Networks 

    Source: Journal of Bridge Engineering:;2020:;Volume ( 025 ):;issue: 010
    Author(s): Sunyong Kim; Baixue Ge; Dan M. Frangopol
    Publisher: ASCE
    Abstract: In order to ensure structural safety, deteriorating bridges should be maintained above their target reliability level. This level affects the optimum maintenance interventions during the service life of a bridge. Therefore, ...
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