Increase in Seismic Resistance for a Full-Scale Dry Stack Masonry Arch Subjected to Hinge Control

Stockdale, G, Milani, G and Sarhosis, V orcid.org/0000-0002-8604-8659 (2019) Increase in Seismic Resistance for a Full-Scale Dry Stack Masonry Arch Subjected to Hinge Control. In: Key Engineering Materials. 6th International Conference on Mechanics of Masonry Structures Strengthened With Composite Materials, 26-28 Jun 2019, Bologna, Italy. Trans Tech Publications, Ltd. , pp. 221-228. ISBN 9783035715651

Abstract

Metadata

Authors/Creators:
Copyright, Publisher and Additional Information: © 2019 Trans Tech Publications Ltd, Switzerland
Keywords: Masonry arch; Experimental analysis; Tilt Test; Seismic Capacity
Dates:
  • Published: 16 August 2019
  • Accepted: 14 May 2019
  • Published (online): August 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: 05 Feb 2020 15:08
Last Modified: 05 Feb 2020 15:08
Status: Published online
Publisher: Trans Tech Publications, Ltd.
Identification Number: https://doi.org/10.4028/www.scientific.net/kem.817.221

Download not available

A full text copy of this item is not currently available from White Rose Research Online

Share / Export

Statistics