Multi-tiered Nepalese temples: Advanced numerical investigations for assessing performance at failure under horizontal loads

Pejatovic, M, Sarhosis, V orcid.org/0000-0002-8604-8659 and Milani, G (2019) Multi-tiered Nepalese temples: Advanced numerical investigations for assessing performance at failure under horizontal loads. Engineering Failure Analysis, 106. 104172. ISSN 1350-6307

Abstract

Metadata

Authors/Creators:
Copyright, Publisher and Additional Information: © 2019 Elsevier Ltd. All rights reserved. This is an author produced version of a paper published in Engineering Failure Analysis. Uploaded in accordance with the publisher's self-archiving policy.
Keywords: Behavior at failure; Cultural heritage Nepal temples; Failure under seismic loads; Masonry; Finite element failure analysis
Dates:
  • Published: December 2019
  • Accepted: 1 September 2019
  • Published (online): 2 September 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: 13 Sep 2019 09:55
Last Modified: 29 Oct 2019 15:09
Status: Published
Publisher: Elsevier
Identification Number: https://doi.org/10.1016/j.engfailanal.2019.104172

Download

Accepted Version


Embargoed until: 2 September 2020

Filename: Paper_Pej_Sar_Mil_rev_v1.pdf

Licence: CC-BY-NC-ND 4.0

Share / Export

Statistics