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    Testbed for Structural Health Monitoring of Long-Span Suspension Bridges

    Source: Journal of Bridge Engineering:;2012:;Volume ( 017 ):;issue: 006
    Author:
    Y. L.
    ,
    Xu
    ,
    X. H.
    ,
    Zhang
    ,
    Zhan
    ,
    X. J.
    ,
    Hong
    ,
    L. D.
    ,
    Zhu
    ,
    Xia
    ,
    Zhu
    DOI: 10.1061/(ASCE)BE.1943-5592.0000349
    Publisher: American Society of Civil Engineers
    Abstract: Comprehensive structural health monitoring systems have been developed and installed in several long-span suspension bridges around the world, aiming to monitor structural health conditions of the bridges in real time. Nevertheless, many key issues remain unsolved, such as how to take full advantage of the health monitoring system for effective and reliable damage detection of these complex structures. An innovative testbed was therefore established in a laboratory to allow researchers to recreate rational damage scenarios, apply different sensors and sensing networks, and test various damage detection algorithms. The design principles of the laboratory-based testbed are introduced. The paper will then outline the design and setup of a physical model for a long-span suspension bridge, which will consider various damage scenarios. Geometric measurements and modal tests were subsequently carried out to identify its geometric configuration and dynamic characteristics, respectively. The finite-element modeling of the physical bridge model was finally established using a commercial software package, which was followed by a finite-element model updating the use of the measured modal properties. This testbed, comprising of the delicate physical model and the updated finite-element model of a long-span suspension bridge, could solve a benchmark problem for the structural health monitoring of long-span suspension bridges.
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      Testbed for Structural Health Monitoring of Long-Span Suspension Bridges

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    https://yetl.yabesh.ir/yetl1/handle/yetl/56893
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    • Journal of Bridge Engineering

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    contributor authorY. L.
    contributor authorXu
    contributor authorX. H.
    contributor authorZhang
    contributor authorZhan
    contributor authorX. J.
    contributor authorHong
    contributor authorL. D.
    contributor authorZhu
    contributor authorXia
    contributor authorZhu
    date accessioned2017-05-08T21:35:23Z
    date available2017-05-08T21:35:23Z
    date copyrightNovember 2012
    date issued2012
    identifier other%28asce%29be%2E1943-5592%2E0000351.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/56893
    description abstractComprehensive structural health monitoring systems have been developed and installed in several long-span suspension bridges around the world, aiming to monitor structural health conditions of the bridges in real time. Nevertheless, many key issues remain unsolved, such as how to take full advantage of the health monitoring system for effective and reliable damage detection of these complex structures. An innovative testbed was therefore established in a laboratory to allow researchers to recreate rational damage scenarios, apply different sensors and sensing networks, and test various damage detection algorithms. The design principles of the laboratory-based testbed are introduced. The paper will then outline the design and setup of a physical model for a long-span suspension bridge, which will consider various damage scenarios. Geometric measurements and modal tests were subsequently carried out to identify its geometric configuration and dynamic characteristics, respectively. The finite-element modeling of the physical bridge model was finally established using a commercial software package, which was followed by a finite-element model updating the use of the measured modal properties. This testbed, comprising of the delicate physical model and the updated finite-element model of a long-span suspension bridge, could solve a benchmark problem for the structural health monitoring of long-span suspension bridges.
    publisherAmerican Society of Civil Engineers
    titleTestbed for Structural Health Monitoring of Long-Span Suspension Bridges
    typeJournal Paper
    journal volume17
    journal issue6
    journal titleJournal of Bridge Engineering
    identifier doi10.1061/(ASCE)BE.1943-5592.0000349
    treeJournal of Bridge Engineering:;2012:;Volume ( 017 ):;issue: 006
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian