Theoretically optimal forms for very long span bridges under gravity loading

Fairclough, H.E., Gilbert, M. orcid.org/0000-0003-4633-2839, Pichugin, A.V. et al. (2 more authors) (2018) Theoretically optimal forms for very long span bridges under gravity loading. Proceedings of the Royal Society A: Mathematical, Physical and Engineering Sciences, 474 (2217). ISSN 1364-5021

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Copyright, Publisher and Additional Information: © 2018 The Authors. Published by the Royal Society under the terms of the Creative Commons Attribution License http://creativecommons.org/licenses/by/4.0/, which permits unrestricted use, provided the original author and source are credited.
Keywords: bridges; catenary of equal strength; structural optimization; layout optimization
Dates:
  • Accepted: 17 August 2018
  • Published (online): 19 September 2018
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 Oct 2018 13:59
Last Modified: 10 Oct 2018 13:59
Published Version: https://doi.org/10.1098/rspa.2017.0726
Status: Published
Publisher: Royal Society, The
Refereed: Yes
Identification Number: https://doi.org/10.1098/rspa.2017.0726

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