Discontinuous approaches for nonlinear dynamic analyses of an ancient masonry tower

Ferrante, A, Loverdos, D, Clementi, F et al. (4 more authors) (2021) Discontinuous approaches for nonlinear dynamic analyses of an ancient masonry tower. Engineering Structures, 230. ARTN 111626. ISSN 0141-0296

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Copyright, Publisher and Additional Information: © 2020 Elsevier Ltd. This is an author produced version of a paper published in Engineering Structures. Uploaded in accordance with the publisher's self-archiving policy.
Keywords: Discrete Element Method; Masonry; Tower; Non-Smooth Contact Dynamics method; Nonlinear Dynamic Analysis
Dates:
  • Published: 1 March 2021
  • Accepted: 20 November 2020
  • Published (online): 3 January 2021
Institution: The University of Leeds
Academic Units: The University of Leeds > Faculty of Engineering & Physical Sciences (Leeds) > School of Civil Engineering (Leeds)
Depositing User: Symplectic Publications
Date Deposited: 12 Mar 2021 12:40
Last Modified: 12 Mar 2021 12:40
Status: Published
Publisher: Elsevier
Identification Number: https://doi.org/10.1016/j.engstruct.2020.111626
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