Please use this identifier to cite or link to this item: http://bura.brunel.ac.uk/handle/2438/19291
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dc.contributor.authorPournaghshband, A-
dc.contributor.authorAfshan, S-
dc.contributor.authorFoster, ASJ-
dc.date.accessioned2019-10-11T17:13:19Z-
dc.date.available2019-02-07-
dc.date.available2019-10-11T17:13:19Z-
dc.date.issued2019-02-07-
dc.identifier.citationThin-Walled Structures, 2019, 137, pp. 561 - 572en_US
dc.identifier.issn0263-8231-
dc.identifier.urihttps://bura.brunel.ac.uk/handle/2438/19291-
dc.description.sponsorshipThe financial support provided by the Institution of Civil Engineers (ICE), through the ICE Research and Development Enabling Fund, and Brunel University London, through the BRIEF research fund under grant LBL354, is gratefully acknowledged.en_US
dc.format.extent561 - 572-
dc.language.isoenen_US
dc.publisherElsevieren_US
dc.subjectaxial restrainten_US
dc.subjectcolumn, fireen_US
dc.subjectnumerical modellingen_US
dc.subjectrotational restrainten_US
dc.subjectstainless steelen_US
dc.titleStructural fire performance of axially and rotationally restrained stainless steel columnsen_US
dc.typeArticleen_US
dc.identifier.doihttps://doi.org/10.1016/j.tws.2019.01.010-
dc.relation.isPartOfThin-Walled Structures-
pubs.publication-statusPublished-
pubs.volume137-
Appears in Collections:Dept of Mechanical and Aerospace Engineering Embargoed Research Papers

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