Finite hinge stiffness and its effect on the capacity of a dry-stack masonry arch subjected to hinge control

Stockdale, G, Sarhosis, V orcid.org/0000-0002-8604-8659 and Milani, G (2019) Finite hinge stiffness and its effect on the capacity of a dry-stack masonry arch subjected to hinge control. In: Di Tommaso, A, Gentilini, C and Castellazi, G, (eds.) Key Engineering Materials, Vol. 817. MuRiCo6, 26-28 Jun 2019, Bologna, Italy. Trans Tech Publications Ltd. , pp. 259-266. ISBN 978-3-0357-1565-1

Abstract

Metadata

Authors/Creators:
Keywords: Base Deformation, Experimental Analysis, KCLC, Masonry Arch, Seismic Capacity, Tilt Test
Dates:
  • Published: August 2019
  • Accepted: 3 July 2019
Institution: The University of Leeds
Academic Units: The University of Leeds > Faculty of Engineering (Leeds) > School of Civil Engineering (Leeds)
Depositing User: Symplectic Publications
Date Deposited: 02 Sep 2019 11:52
Last Modified: 10 Feb 2020 10:01
Published Version: https://www.scientific.net/KEM.817/book
Status: Published
Publisher: Trans Tech Publications Ltd.
Identification Number: https://doi.org/10.4028/www.scientific.net/KEM.817.259
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