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Experimental Study on the Possibility of Using Steel Fiber–Reinforced Concrete to Reduce Conventional Rebars in Beam-Column Joints

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/(asce)mt.1943-5533.0000536.
  • About this
    data sheet
  • Reference-ID
    10275396
  • Published on:
    06/01/2019
  • Last updated on:
    06/01/2019