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    Application of Fuzzy Concepts to the Visual Assessment of Deteriorating Reinforced Concrete Structures

    Source: Journal of Construction Engineering and Management:;2012:;Volume ( 138 ):;issue: 003
    Author:
    Kamal Kant Jain
    ,
    Bishwajit Bhattacharjee
    DOI: 10.1061/(ASCE)CO.1943-7862.0000430
    Publisher: American Society of Civil Engineers
    Abstract: Data obtained using visual inspection are qualitative and subjective in nature. Reported methodology utilizes fuzzy sets for modeling qualitative data. Characteristic distress manifestations corresponding to various deterioration mechanisms in RC structures and associated repair priorities (conditions) are first classified. To deal with the subjective nature of associated data, independent responses on applicable repair priorities for different distress manifestations are obtained from experts through questionnaire survey. Data obtained from questionnaire responses are subsequently used for the development of corresponding fuzzy membership functions (MFs). Visual-inspection data for various characteristic distress manifestations (on the basis of deterioration mechanism) are recorded individually for every deteriorating element of the structure as per the prepared guidelines. Recorded data are used for the selection of corresponding MFs. Selected MFs are combined according to the proposed fuzzy rule using vertex method to obtain the element MFs individually for all specific deteriorations and for collective effect of all the deteriorations. Defuzzification using area-centroid method provides condition indices. These indices provide quantified measure of condition and repair needs of the elements. Element indices are further aggregated to obtain the indices for the structure as a whole. To explain the developed methodology, a brief case study on the assessment of a section of an industrial building is illustrated.
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      Application of Fuzzy Concepts to the Visual Assessment of Deteriorating Reinforced Concrete Structures

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    http://yetl.yabesh.ir/yetl1/handle/yetl/58591
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    contributor authorKamal Kant Jain
    contributor authorBishwajit Bhattacharjee
    date accessioned2017-05-08T21:39:34Z
    date available2017-05-08T21:39:34Z
    date copyrightMarch 2012
    date issued2012
    identifier other%28asce%29co%2E1943-7862%2E0000436.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/58591
    description abstractData obtained using visual inspection are qualitative and subjective in nature. Reported methodology utilizes fuzzy sets for modeling qualitative data. Characteristic distress manifestations corresponding to various deterioration mechanisms in RC structures and associated repair priorities (conditions) are first classified. To deal with the subjective nature of associated data, independent responses on applicable repair priorities for different distress manifestations are obtained from experts through questionnaire survey. Data obtained from questionnaire responses are subsequently used for the development of corresponding fuzzy membership functions (MFs). Visual-inspection data for various characteristic distress manifestations (on the basis of deterioration mechanism) are recorded individually for every deteriorating element of the structure as per the prepared guidelines. Recorded data are used for the selection of corresponding MFs. Selected MFs are combined according to the proposed fuzzy rule using vertex method to obtain the element MFs individually for all specific deteriorations and for collective effect of all the deteriorations. Defuzzification using area-centroid method provides condition indices. These indices provide quantified measure of condition and repair needs of the elements. Element indices are further aggregated to obtain the indices for the structure as a whole. To explain the developed methodology, a brief case study on the assessment of a section of an industrial building is illustrated.
    publisherAmerican Society of Civil Engineers
    titleApplication of Fuzzy Concepts to the Visual Assessment of Deteriorating Reinforced Concrete Structures
    typeJournal Paper
    journal volume138
    journal issue3
    journal titleJournal of Construction Engineering and Management
    identifier doi10.1061/(ASCE)CO.1943-7862.0000430
    treeJournal of Construction Engineering and Management:;2012:;Volume ( 138 ):;issue: 003
    contenttypeFulltext
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