Seismic capacity and multi-mechanism analysis for dry-stack masonry arches subjected to hinge control

Stockdale, GL, Sarhosis, V orcid.org/0000-0002-8604-8659 and Milani, G (2020) Seismic capacity and multi-mechanism analysis for dry-stack masonry arches subjected to hinge control. Bulletin of Earthquake Engineering, 18 (2). pp. 673-724. ISSN 1570-761X

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Copyright, Publisher and Additional Information: © 2019, Springer Nature B.V. This is an author produced version of a paper published in the Bulletin of Earthquake Engineering. Uploaded in accordance with the publisher's self-archiving policy.
Keywords: Masonry arch; Tilt test; KCLC; DEM; Admissible mechanism; Seismic capacity
Dates:
  • Published: January 2020
  • Accepted: 15 February 2019
  • Published (online): 23 February 2019
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: 05 Apr 2019 13:19
Last Modified: 23 Feb 2020 01:38
Status: Published
Publisher: Springer
Identification Number: https://doi.org/10.1007/s10518-019-00583-7

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