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A non-parametric method for identifying structural damage in bridges based on the best-fit auto-regressive models

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/s0219455420420122.
  • About this
    data sheet
  • Reference-ID
    10428449
  • Published on:
    30/07/2020
  • Last updated on:
    19/10/2020
 
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