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Resilience-based seismic design optimization of novel link beam in a double-column bridge bent using Gaussian process regression

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: 10.1007/s10518-023-01762-3.
  • About this
    data sheet
  • Reference-ID
    10740224
  • Published on:
    12/09/2023
  • Last updated on:
    14/01/2024
 
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