Please use this identifier to cite or link to this item: http://tailieuso.udn.vn/handle/TTHL_125/8534
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dc.contributor.authorHuynh, Minh Son-
dc.date.accessioned2018-06-21T04:10:30Z-
dc.date.available2018-06-21T04:10:30Z-
dc.date.issued2015-
dc.date.submitted2015-
dc.identifier.issn1859-1531-
dc.identifier.urihttp://tailieuso.udn.vn/handle/TTHL_125/8534-
dc.descriptionThe University of Danang, Journal of Science and Technology, No.06(91).2015; PP. 51 – 55en
dc.language.isoenen
dc.publisherThe University of Danangen
dc.sourceThe University of Danangen
dc.subjectSteel-concrete composite beamen
dc.subjectContinuous beamen
dc.subjectHeaded studen
dc.subjectShear connectoren
dc.subjectCracksen
dc.subjectFully interactive connectorsen
dc.subjectIncompletely interactive connectorsen
dc.subjectPlastic moment resistanceen
dc.subjectReduction of plastic moment resistanceen
dc.subjectEffective width of concrete flangeen
dc.subjectDeflectionen
dc.subjectPercentage of redistribution of moment resistanceen
dc.titleAnalysis of the influence of incompletely interactive connectors on the load bearing capacity of steel-concrete composite beam by taking into account cracks on flangeen
dc.typeArticleen
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