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Prediction of long-term extreme response due to non-Gaussian wind on a HSR cable-stayed bridge by a hybrid approach

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.jweia.2022.105217.
  • About this
    data sheet
  • Reference-ID
    10699172
  • Published on:
    10/12/2022
  • Last updated on:
    10/12/2022
 
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