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Numerical Investigation of Fully Grouted Reinforced Concrete Masonry Walls under Bidirectional Loading: In-Plane Capacity Reduction due to Out-of-Plane Loading

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: 10.1061/jsendh.steng-13430.
  • About this
    data sheet
  • Reference-ID
    10798763
  • Published on:
    23/09/2024
  • Last updated on:
    23/09/2024
 
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