Analysis of the influence of incompletely interactive connectors on the load bearing capacity of steel-concrete composite beam by taking into account cracks on flange

Please use this identifier to cite or link to this item: http://tailieuso.udn.vn/handle/TTHL_125/8534

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DC Field	Value	Language
dc.contributor.author	Huynh, Minh Son	-
dc.date.accessioned	2018-06-21T04:10:30Z	-
dc.date.available	2018-06-21T04:10:30Z	-
dc.date.issued	2015	-
dc.date.submitted	2015	-
dc.identifier.issn	1859-1531	-
dc.identifier.uri	http://tailieuso.udn.vn/handle/TTHL_125/8534	-
dc.description	The University of Danang, Journal of Science and Technology, No.06(91).2015; PP. 51 – 55	en
dc.language.iso	en	en
dc.publisher	The University of Danang	en
dc.source	The University of Danang	en
dc.subject	Steel-concrete composite beam	en
dc.subject	Continuous beam	en
dc.subject	Headed stud	en
dc.subject	Shear connector	en
dc.subject	Cracks	en
dc.subject	Fully interactive connectors	en
dc.subject	Incompletely interactive connectors	en
dc.subject	Plastic moment resistance	en
dc.subject	Reduction of plastic moment resistance	en
dc.subject	Effective width of concrete flange	en
dc.subject	Deflection	en
dc.subject	Percentage of redistribution of moment resistance	en
dc.title	Analysis of the influence of incompletely interactive connectors on the load bearing capacity of steel-concrete composite beam by taking into account cracks on flange	en
dc.type	Article	en
Appears in Collections:	2015

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