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A Failure Analysis of the Long-Term Overturning Stability of Concrete Continuous Single-Column Pier Bridges Considering Creep and Overloaded Vehicles

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: 10.3390/buildings14071987.
  • About this
    data sheet
  • Reference-ID
    10795687
  • Published on:
    01/09/2024
  • Last updated on:
    01/09/2024
 
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