The behaviour and effects of beam-end buckling in fire using a component-based method

Quan, G., Huang, S.S. orcid.org/0000-0003-2816-7104 and Burgess, I. (2017) The behaviour and effects of beam-end buckling in fire using a component-based method. Engineering Structures, 139. pp. 15-30. ISSN 0141-0296

Abstract

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Authors/Creators:
Copyright, Publisher and Additional Information: © 2017 Elsevier. This is an author produced version of a paper subsequently published in Engineering Structures . Uploaded in accordance with the publisher's self-archiving policy. Article available under the terms of the CC-BY-NC-ND licence (https://creativecommons.org/licenses/by-nc-nd/4.0/)
Keywords: Post-Buckling Behaviour; Steel Beam; Component-Based Model; Connection; Fire
Dates:
  • Published: 24 February 2017
  • Accepted: 29 January 2017
  • Published (online): 24 February 2017
Institution: The University of Sheffield
Academic Units: The University of Sheffield > Faculty of Engineering (Sheffield) > Department of Civil and Structural Engineering (Sheffield)
Depositing User: Symplectic Sheffield
Date Deposited: 10 Mar 2017 10:39
Last Modified: 12 Apr 2017 02:07
Published Version: https://doi.org/10.1016/j.engstruct.2017.01.076
Status: Published
Publisher: Elsevier
Refereed: Yes
Identification Number: https://doi.org/10.1016/j.engstruct.2017.01.076

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Embargoed until: 28 February 2018

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Licence: CC-BY-NC-ND 4.0

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