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Response of Full-Scale Slender Masonry Walls with Conventional and NSM Steel Reinforcement Subjected to Axial and Out-of-Plane 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: 10.1061/jsendh/steng-11364.
  • About this
    data sheet
  • Reference-ID
    10694887
  • Published on:
    10/12/2022
  • Last updated on:
    10/12/2022
 
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