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Seismic vulnerability prediction of masonry aggregates: Iterative Finite element Upper Bound limit analysis approximating no tensile resistance

Author(s): ORCID

Medium: journal article
Language(s): English
Published in: Engineering Structures, , v. 293
Page(s): 116595
DOI: 10.1016/j.engstruct.2023.116595
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.2023.116595.
  • About this
    data sheet
  • Reference-ID
    10734406
  • Published on:
    02/09/2023
  • Last updated on:
    02/09/2023
 
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