Cross-section slenderness limits for columns with plastic rotations

King, C. M. and Davison, J. B. orcid.org/0000-0002-6191-7301 (2014) Cross-section slenderness limits for columns with plastic rotations. Journal of Constructional Steel Research, 95. pp. 162-171. ISSN 0143-974X

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Copyright, Publisher and Additional Information: © 2013 Elsevier Ltd. This is an author produced version of a paper subsequently published in Journal of Constructional Steel Research. 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: Discontinuous column; Tube wall slenderness; Ductility requirements; Rotation capacity; Local buckling
Dates:
  • Accepted: 26 November 2013
  • Published (online): 5 January 2014
  • Published: April 2014
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: 28 Mar 2017 10:36
Last Modified: 18 Apr 2017 20:44
Published Version: http://dx.doi.org/10.1016/j.jcsr.2013.11.019
Status: Published
Publisher: Elsevier
Refereed: Yes
Identification Number: https://doi.org/10.1016/j.jcsr.2013.11.019
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