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Effect of tie parameters on strength and ductility of concrete columns reinforced with hybrid steel-fiber reinforced polymer (FRP) composite bars

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.2024.119051.
  • About this
    data sheet
  • Reference-ID
    10801528
  • Published on:
    10/11/2024
  • Last updated on:
    10/11/2024
 
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