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Relationship modeling between vehicle‐induced girder vertical deflection and cable tension by BiLSTM using field monitoring data of a 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: 10.1002/stc.2667.
  • About this
    data sheet
  • Reference-ID
    10474819
  • Published on:
    12/11/2020
  • Last updated on:
    12/11/2020
 
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