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Probabilistic Dynamic Design Curves Optimized for High-Speed Reinforced Concrete Railway Bridges Using First Order Reliability Method

Author(s): ORCID


Medium: journal article
Language(s): English
Published in: International Journal of Structural Stability and Dynamics
DOI: 10.1142/s0219455425400127
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: 10.1142/s0219455425400127.
  • About this
    data sheet
  • Reference-ID
    10796288
  • Published on:
    01/09/2024
  • Last updated on:
    01/09/2024
 
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