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    Condition-Based Multiobjective Maintenance Decision Making for Highway Bridges Considering Risk Perceptions

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 005
    Author:
    Changqing Gong
    ,
    Dan M. Frangopol
    DOI: 10.1061/(ASCE)ST.1943-541X.0002570
    Publisher: ASCE
    Abstract: This paper proposes a novel optimal condition-based life-cycle highway bridge maintenance framework incorporating decision makers’ risk perceptions. The inspection and repair planning are formulated as a multiobjective optimization problem, i.e., simultaneously minimizing the expected maintenance cost and expected failure cost. Monte Carlo simulation is employed to calculate the distribution of maintenance and failure costs. To be consistent with bridge maintenance practices, both preventative and essential maintenance are considered, where the maintenance action is dependent on the load rating factor of individual bridge components. Utility theory and cumulative prospect theory are used to model decision makers’ risk preference among the Pareto front solutions. The cost-benefit implications of the Pareto front in terms of maintenance and failure costs, in conjunction with the preference solutions provided by utility theory and cumulative prospect theory, assist in the selection of the optimal bridge maintenance solution. The developed framework is illustrated on an in-service highway bridge.
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      Condition-Based Multiobjective Maintenance Decision Making for Highway Bridges Considering Risk Perceptions

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    contributor authorChangqing Gong
    contributor authorDan M. Frangopol
    date accessioned2022-01-30T20:09:14Z
    date available2022-01-30T20:09:14Z
    date issued2020
    identifier other%28ASCE%29ST.1943-541X.0002570.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4266604
    description abstractThis paper proposes a novel optimal condition-based life-cycle highway bridge maintenance framework incorporating decision makers’ risk perceptions. The inspection and repair planning are formulated as a multiobjective optimization problem, i.e., simultaneously minimizing the expected maintenance cost and expected failure cost. Monte Carlo simulation is employed to calculate the distribution of maintenance and failure costs. To be consistent with bridge maintenance practices, both preventative and essential maintenance are considered, where the maintenance action is dependent on the load rating factor of individual bridge components. Utility theory and cumulative prospect theory are used to model decision makers’ risk preference among the Pareto front solutions. The cost-benefit implications of the Pareto front in terms of maintenance and failure costs, in conjunction with the preference solutions provided by utility theory and cumulative prospect theory, assist in the selection of the optimal bridge maintenance solution. The developed framework is illustrated on an in-service highway bridge.
    publisherASCE
    titleCondition-Based Multiobjective Maintenance Decision Making for Highway Bridges Considering Risk Perceptions
    typeJournal Paper
    journal volume146
    journal issue5
    journal titleJournal of Structural Engineering
    identifier doi10.1061/(ASCE)ST.1943-541X.0002570
    page04020051
    treeJournal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 005
    contenttypeFulltext
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