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dc.contributor.authorLiu Li-biao
dc.contributor.authorZhang Yong-xing
dc.contributor.authorPeng Nian
dc.date.accessioned2017-05-08T22:08:33Z
dc.date.available2017-05-08T22:08:33Z
dc.date.copyrightMarch 2014
dc.date.issued2014
dc.identifier.other32587524.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl/handle/yetl/72187
dc.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 (
dc.publisherAmerican Society of Civil Engineers
dc.titleIdentification of Damage in Cantilever Retaining Wall Based on Flexibility-difference Mean Curvature
dc.typeJournal Paper
dc.journal.volume8
dc.journal.issue1
dc.journal.titleJournal of Highway and Transportation Research and Development (English Edition)
dc.identifier.doi10.1061/JHTRCQ.0000360
dc.treeJournal of Highway and Transportation Research and Development (English Edition):;2014:;Volume ( 008 ):;issue: 001
dc.contenttypeFulltext


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