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Multi-Hinge Failure Mechanisms of Masonry Arches Subject to Self-Weight as Derived from Minimum Thickness Analysis

Author(s): ORCID (Department of Mechanics, Materials and Structures, Budapest University of Technology and Economics, Budapest, Hungary)
ORCID (Department of Mechanics, Materials and Structures, Budapest University of Technology and Economics, Budapest, Hungary)
ORCID (Morphodynamics Research Group, Budapest University of Technology and EconomicsDepartment of Morphology and Geometric Modeling & MTA-BME, Budapest, Hungary)
Medium: journal article
Language(s): English
Published in: International Journal of Architectural Heritage, , n. 12, v. 17
Page(s): 1-29
DOI: 10.1080/15583058.2022.2084702
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: 10.1080/15583058.2022.2084702.
  • About this
    data sheet
  • Reference-ID
    10686486
  • Published on:
    13/08/2022
  • Last updated on:
    14/01/2024
 
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