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An analytical approach to predict shear capacity of steel fiber reinforced concrete coupling beams with small span-depth ratio

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.2018.05.072.
  • About this
    data sheet
  • Reference-ID
    10174266
  • Published on:
    01/12/2018
  • Last updated on:
    01/12/2018
 
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