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A macro-modelling continuum approach with embedded discontinuities for the assessment of masonry arch bridges under earthquake loading

Author(s): ORCID
ORCID
ORCID

Medium: journal article
Language(s): English
Published in: Engineering Structures, , v. 269
Page(s): 114722
DOI: 10.1016/j.engstruct.2022.114722
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: 10.1016/j.engstruct.2022.114722.
  • About this
    data sheet
  • Reference-ID
    10690746
  • Published on:
    23/09/2022
  • Last updated on:
    23/09/2022
 
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