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Fatigue Performance of a Novel Steel–Concrete Joint of a Long-Span High-Speed Railway Hybrid Girder–Cable-Stayed Bridge

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/jbenf2.beeng-6425.
  • About this
    data sheet
  • Reference-ID
    10748158
  • Published on:
    14/01/2024
  • Last updated on:
    14/01/2024
 
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