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    Overview of a Modal-Based Condition Assessment Procedure

    Source: Journal of Bridge Engineering:;2005:;Volume ( 010 ):;issue: 004
    Author:
    Xiaoyi Wang
    ,
    Scott Kangas
    ,
    Divyachapan Padur
    ,
    Lei Liu
    ,
    James A. Swanson
    ,
    Arthur J. Helmicki
    ,
    Victor J. Hunt
    DOI: 10.1061/(ASCE)1084-0702(2005)10:4(460)
    Publisher: American Society of Civil Engineers
    Abstract: Condition assessment is a term that is used to describe the process of characterizing the physical condition of constructed systems. This paper summarizes a condition assessment (CA) procedure based on a complete system of field-testing, finite element (FE) modeling, and load rating. Experimental techniques, including both modal testing and truckload testing, are used to collect measurements of the constructed systems. The basic mechanism and procedure of the FE modeling and calibration are presented. Different physical parameters of FE models are adjusted during the calibration process using both static and dynamic responses as criteria to achieve convergence between experimental measurements and analytical results using carefully developed objective functions. Finally, a bridge load rating is completed on the basis of the calibrated model. These developments are described and illustrated using a representative bridge as an example.
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      Overview of a Modal-Based Condition Assessment Procedure

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    http://yetl.yabesh.ir/yetl1/handle/yetl/50848
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    contributor authorXiaoyi Wang
    contributor authorScott Kangas
    contributor authorDivyachapan Padur
    contributor authorLei Liu
    contributor authorJames A. Swanson
    contributor authorArthur J. Helmicki
    contributor authorVictor J. Hunt
    date accessioned2017-05-08T21:25:20Z
    date available2017-05-08T21:25:20Z
    date copyrightJuly 2005
    date issued2005
    identifier other%28asce%291084-0702%282005%2910%3A4%28460%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/50848
    description abstractCondition assessment is a term that is used to describe the process of characterizing the physical condition of constructed systems. This paper summarizes a condition assessment (CA) procedure based on a complete system of field-testing, finite element (FE) modeling, and load rating. Experimental techniques, including both modal testing and truckload testing, are used to collect measurements of the constructed systems. The basic mechanism and procedure of the FE modeling and calibration are presented. Different physical parameters of FE models are adjusted during the calibration process using both static and dynamic responses as criteria to achieve convergence between experimental measurements and analytical results using carefully developed objective functions. Finally, a bridge load rating is completed on the basis of the calibrated model. These developments are described and illustrated using a representative bridge as an example.
    publisherAmerican Society of Civil Engineers
    titleOverview of a Modal-Based Condition Assessment Procedure
    typeJournal Paper
    journal volume10
    journal issue4
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/(ASCE)1084-0702(2005)10:4(460)
    treeJournal of Bridge Engineering:;2005:;Volume ( 010 ):;issue: 004
    contenttypeFulltext
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