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Theoretical method for predicting the failure mode of reinforced concrete shear walls subjected to axial tension and cyclic lateral loads

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.2024.118620.
  • About this
    data sheet
  • Reference-ID
    10791101
  • Published on:
    01/09/2024
  • Last updated on:
    01/09/2024
 
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