Robustness of beam-to-column end-plate moment connections with stainless steel bolts subjected to high rates of loading

Culache, G., Byfield, M.P., Ferguson, N.S. et al. (1 more author) (2017) Robustness of beam-to-column end-plate moment connections with stainless steel bolts subjected to high rates of loading. Journal of Structural Engineering, 143 (6). 04017015. ISSN 0733-9445

Abstract

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Authors/Creators:
Copyright, Publisher and Additional Information: © 2017 ASCE. This is an author produced version of a paper subsequently published in Journal of Structural Engineering. Uploaded in accordance with the publisher's self-archiving policy.
Keywords: Metal and composite structures; Steel structures; Connections; Blast; Stainless steel; Joints; Buildings; Progressive collapse; Robustness
Dates:
  • Published: June 2017
  • Published (online): 1 February 2017
  • Accepted: 27 September 2016
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: 23 Nov 2017 10:09
Last Modified: 23 Nov 2017 10:09
Published Version: https://doi.org/10.1061/(ASCE)ST.1943-541X.0001707
Status: Published
Publisher: American Society of Civil Engineers
Refereed: Yes
Identification Number: https://doi.org/10.1061/(ASCE)ST.1943-541X.0001707
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