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    Verification of the Framework for Risk-Based Bridge Inspection

    Source: Journal of Bridge Engineering:;2016:;Volume ( 021 ):;issue: 004
    Author:
    Glenn
    ,
    Washer
    ,
    Robert
    ,
    Connor
    ,
    Massoud
    ,
    Nasrollahi
    ,
    Rebecca
    ,
    Reising
    DOI: 10.1061/(ASCE)BE.1943-5592.0000787
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents two case studies that were conducted to evaluate the effectiveness of a new, risk-based inspection (RBI) method. The overall objectives of the case studies were to demonstrate the implementation of the methodology and to verify the effectiveness of RBI analysis for determining suitable inspection intervals for highway bridges. Expert elicitations were conducted to develop risk-based data models for RBI analysis for two families of bridges. These data models were used to assign inspection intervals for bridges ranging from 12 to 72 months. A new backcasting method was developed and used to analyze the effectiveness of these data models for identifying suitable inspection intervals. The results of the backcasting procedures verified that the RBI approach determined suitable inspection intervals for the sample bridges assessed through the research.
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      Verification of the Framework for Risk-Based Bridge Inspection

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    contributor authorGlenn
    contributor authorWasher
    contributor authorRobert
    contributor authorConnor
    contributor authorMassoud
    contributor authorNasrollahi
    contributor authorRebecca
    contributor authorReising
    date accessioned2017-05-08T22:35:34Z
    date available2017-05-08T22:35:34Z
    date copyrightApril 2016
    date issued2016
    identifier other50904873.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/83205
    description abstractThis paper presents two case studies that were conducted to evaluate the effectiveness of a new, risk-based inspection (RBI) method. The overall objectives of the case studies were to demonstrate the implementation of the methodology and to verify the effectiveness of RBI analysis for determining suitable inspection intervals for highway bridges. Expert elicitations were conducted to develop risk-based data models for RBI analysis for two families of bridges. These data models were used to assign inspection intervals for bridges ranging from 12 to 72 months. A new backcasting method was developed and used to analyze the effectiveness of these data models for identifying suitable inspection intervals. The results of the backcasting procedures verified that the RBI approach determined suitable inspection intervals for the sample bridges assessed through the research.
    publisherAmerican Society of Civil Engineers
    titleVerification of the Framework for Risk-Based Bridge Inspection
    typeJournal Paper
    journal volume21
    journal issue4
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/(ASCE)BE.1943-5592.0000787
    treeJournal of Bridge Engineering:;2016:;Volume ( 021 ):;issue: 004
    contenttypeFulltext
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