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Experimental validation of optimized ultra-high-performance concrete shear key shape for precast pre-stressed adjacent box girder bridges

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.conbuildmat.2018.09.122.
  • About this
    data sheet
  • Reference-ID
    10219139
  • Published on:
    12/11/2018
  • Last updated on:
    12/11/2018
 
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