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Nonlinear static analysis of masonry structures with mortar joints and cracking units by optimization‐based rigid block models

Author(s): ORCID (Department of Structures for Engineering and Architecture University of Naples Federico II Naples Italy)
ORCID (Department of Civil Engineering ISISE, University of Minho Guimarães Portugal)
Medium: journal article
Language(s): English
Published in: Earthquake Engineering and Structural Dynamics, , n. 13, v. 53
Page(s): 3963-3982
DOI: 10.1002/eqe.4206
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: 10.1002/eqe.4206.
  • About this
    data sheet
  • Reference-ID
    10791717
  • Published on:
    01/09/2024
  • Last updated on:
    10/11/2024
 
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