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Crack pattern–based machine learning prediction of residual drift capacity in damaged masonry walls

Author(s): (Department of Civil and Environmental Engineering Princeton University New Jersey USA)
(Department of Civil and Environmental Engineering Princeton University New Jersey USA)
(Department of Civil, Chemical, Environmental, and Materials Engineering University of Bologna Bologna Italy)
(Department of Civil and Environmental Engineering Princeton University New Jersey USA)
Medium: journal article
Language(s): English
Published in: Computer-Aided Civil and Infrastructure Engineering
DOI: 10.1111/mice.13212
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: 10.1111/mice.13212.
  • About this
    data sheet
  • Reference-ID
    10784663
  • Published on:
    20/06/2024
  • Last updated on:
    20/06/2024
 
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