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Damage Detection of Tension Pendulums in Cable-Stayed Bridges Using Structural Frequency Variance

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: 10.1061/(asce)cf.1943-5509.0001540.
  • About this
    data sheet
  • Reference-ID
    10462445
  • Published on:
    25/10/2020
  • Last updated on:
    25/10/2020
 
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