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Specialized 3D Distinct element limit analysis approach for a fast seismic vulnerability evaluation of massive masonry structures: Application on traditional pagodas

Author(s): ORCID

Medium: journal article
Language(s): English
Published in: Engineering Structures, , v. 282
Page(s): 115792
DOI: 10.1016/j.engstruct.2023.115792
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.2023.115792.
  • About this
    data sheet
  • Reference-ID
    10707901
  • Published on:
    21/03/2023
  • Last updated on:
    21/03/2023
 
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