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Digital prediction model of temperature-induced deflection for cable-stayed bridges based on learning of response-only data

Author(s):
ORCID

Medium: journal article
Language(s): English
Published in: Journal of Civil Structural Health Monitoring, , n. 3, v. 12
Page(s): 629-645
DOI: 10.1007/s13349-022-00570-8
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/s13349-022-00570-8.
  • About this
    data sheet
  • Reference-ID
    10663159
  • Published on:
    09/05/2022
  • Last updated on:
    27/05/2022
 
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