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    Improved Image Analysis for Evaluating Concrete Damage

    Source: Journal of Computing in Civil Engineering:;2006:;Volume ( 020 ):;issue: 003
    Author:
    Tara C. Hutchinson
    ,
    ZhiQiang Chen
    DOI: 10.1061/(ASCE)0887-3801(2006)20:3(210)
    Publisher: American Society of Civil Engineers
    Abstract: The use of images, whether in routine maintenance, or postearthquake reconnaissance, has quickly become the preferred approach to record and archive the exterior damage of existing infrastructure. Postsurvey analysis of these images, coupled with careful record keeping, provide invaluable data regarding the health of a structure. However, often significant amounts of data are obtained, especially for large structures, such as bridges. Therefore an automated procedure, which reliably and robustly reports on damage observed from these images, with minimal human intervention, is desirable. To this end, in this work, we present a statistical-based method for conducting image analysis, specifically for the purpose of evaluating concrete damage (cracks, spalling, etc.). We illustrate the derivation of the method, which is grounded in Bayesian decision theory and subsequently present results of the analysis of images with discrete cracks to illustrate its promise.
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      Improved Image Analysis for Evaluating Concrete Damage

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    http://yetl.yabesh.ir/yetl1/handle/yetl/43267
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    contributor authorTara C. Hutchinson
    contributor authorZhiQiang Chen
    date accessioned2017-05-08T21:13:16Z
    date available2017-05-08T21:13:16Z
    date copyrightMay 2006
    date issued2006
    identifier other%28asce%290887-3801%282006%2920%3A3%28210%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/43267
    description abstractThe use of images, whether in routine maintenance, or postearthquake reconnaissance, has quickly become the preferred approach to record and archive the exterior damage of existing infrastructure. Postsurvey analysis of these images, coupled with careful record keeping, provide invaluable data regarding the health of a structure. However, often significant amounts of data are obtained, especially for large structures, such as bridges. Therefore an automated procedure, which reliably and robustly reports on damage observed from these images, with minimal human intervention, is desirable. To this end, in this work, we present a statistical-based method for conducting image analysis, specifically for the purpose of evaluating concrete damage (cracks, spalling, etc.). We illustrate the derivation of the method, which is grounded in Bayesian decision theory and subsequently present results of the analysis of images with discrete cracks to illustrate its promise.
    publisherAmerican Society of Civil Engineers
    titleImproved Image Analysis for Evaluating Concrete Damage
    typeJournal Paper
    journal volume20
    journal issue3
    journal titleJournal of Computing in Civil Engineering
    identifier doi10.1061/(ASCE)0887-3801(2006)20:3(210)
    treeJournal of Computing in Civil Engineering:;2006:;Volume ( 020 ):;issue: 003
    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
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