Please use this identifier to cite or link to this item: http://bura.brunel.ac.uk/handle/2438/18353
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dc.contributor.authorShamass, R-
dc.contributor.authorCashell, KA-
dc.date.accessioned2019-06-07T13:11:19Z-
dc.date.available2017-08-24-
dc.date.available2019-06-07T13:11:19Z-
dc.date.issued2017-08-24-
dc.identifier.citationStructures, 2017, 12 pp. 88 - 101en_US
dc.identifier.issn2352-0124-
dc.identifier.issnhttp://dx.doi.org/10.1016/j.istruc.2017.08.005-
dc.identifier.urihttp://bura.brunel.ac.uk/handle/2438/18353-
dc.description.sponsorshipBRIEFen_US
dc.format.extent88 - 101-
dc.language.isoenen_US
dc.publisherElsevieren_US
dc.subjectHigh strength steelen_US
dc.subjectComposite beamsen_US
dc.subjectNumerical modellingen_US
dc.subjectProfiled slabsen_US
dc.subjectEurocode 4en_US
dc.titleBehaviour of Composite Beams Made Using High Strength Steelen_US
dc.typeArticleen_US
dc.identifier.doihttp://dx.doi.org/10.1016/j.istruc.2017.08.005-
dc.relation.isPartOfStructures-
pubs.publication-statusPublished-
pubs.volume12-
Appears in Collections:Dept of Mechanical and Aerospace Engineering Research Papers

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