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Numerical Simulation of the Response of an Unreinforced Brick-Masonry Cross Vault Subjected to Seismic Loading

Author(s): ORCID (Department of Engineering, Pontificia Universidad Católica del Perú, Lima, Peru)
ORCID (Department of Engineering, Durham University South Road Durham, Durham, UK)
ORCID (Department of Civil Engineering and Architecture, University of Catania, Catania, Italy)
ORCID (Department of Civil Engineering and Architecture, University of Catania, Catania, Italy)
ORCID (Department of Civil Engineering and Architecture, University of Catania, Catania, Italy)
Medium: journal article
Language(s): English
Published in: International Journal of Architectural Heritage
Page(s): 1-21
DOI: 10.1080/15583058.2023.2290037
Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1080/15583058.2023.2290037.
  • About this
    data sheet
  • Reference-ID
    10750845
  • Published on:
    14/01/2024
  • Last updated on:
    14/01/2024
 
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