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    Identification of Damage in Cantilever Retaining Wall Based on Flexibility-difference Mean Curvature

    Source: Journal of Highway and Transportation Research and Development (English Edition):;2014:;Volume ( 008 ):;issue: 001
    Author:
    Liu Li-biao
    ,
    Zhang Yong-xing
    ,
    Peng Nian
    DOI: 10.1061/JHTRCQ.0000360
    Publisher: American Society of Civil Engineers
    Abstract: To solve the problem of identification damage in a cantilever retaining wall, a damage identification method for such a wall, based on the flexibility-difference mean curvature, is proposed. The concept of mean curvature in differential geometry is introduced to calculate the flexibility-difference mean curvature. First, the flexibility difference matrix is calculated using the change in the modal flexibility matrix of the before and after damage in the retaining wall, and each column average value of the flexibility difference matrix is used as an element of the modal flexibility-difference column vector. Then, the flexibility-difference mean curvature (
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      Identification of Damage in Cantilever Retaining Wall Based on Flexibility-difference Mean Curvature

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    http://yetl.yabesh.ir/yetl1/handle/yetl/72187
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    • Journal of Highway and Transportation Research and Development (English Edition)

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    contributor authorLiu Li-biao
    contributor authorZhang Yong-xing
    contributor authorPeng Nian
    date accessioned2017-05-08T22:08:33Z
    date available2017-05-08T22:08:33Z
    date copyrightMarch 2014
    date issued2014
    identifier other32587524.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/72187
    description abstractTo solve the problem of identification damage in a cantilever retaining wall, a damage identification method for such a wall, based on the flexibility-difference mean curvature, is proposed. The concept of mean curvature in differential geometry is introduced to calculate the flexibility-difference mean curvature. First, the flexibility difference matrix is calculated using the change in the modal flexibility matrix of the before and after damage in the retaining wall, and each column average value of the flexibility difference matrix is used as an element of the modal flexibility-difference column vector. Then, the flexibility-difference mean curvature (
    publisherAmerican Society of Civil Engineers
    titleIdentification of Damage in Cantilever Retaining Wall Based on Flexibility-difference Mean Curvature
    typeJournal Paper
    journal volume8
    journal issue1
    journal titleJournal of Highway and Transportation Research and Development (English Edition)
    identifier doi10.1061/JHTRCQ.0000360
    treeJournal of Highway and Transportation Research and Development (English Edition):;2014:;Volume ( 008 ):;issue: 001
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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