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Assessing the condition state of a concrete bridge combining visual inspection and nonlinear deterioration model

Author(s): ORCID (Research Center on Concrete Infrastructure (CRIB), Dept. of Civil and Water Engineering, Université Laval, Québec, Québec, Canada)
ORCID (Laboratory of Composite Materials for Construction (LMC2 EA 7427), Lyon 1 University, Villeurbanne, France)
(Centre d’Études Interuniversitaire des Structures sous Charges Extrême (CEISCE), Dept. of Civil Engineering and Applied Mechanics, McGill University, Montreal, Québec, Canada)
(Centre d’Études Interuniversitaire des Structures sous Charges Extrême (CEISCE), Dept. of Civil Engineering and Applied Mechanics, McGill University, Montreal, Québec, Canada)
ORCID (Research Center on Concrete Infrastructure (CRIB), Dept. of Civil and Water Engineering, Université Laval, Québec, Québec, Canada)
ORCID (Centre d’Études Interuniversitaire des Structures sous Charges Extrême (CEISCE), Dept. of Civil Engineering and Applied Mechanics, McGill University, Montreal, Québec, Canada)
(Research Center on Concrete Infrastructure (CRIB), Dept. of Finance, Insurance and Real Estate, Université Laval, Québec, Québec, Canada)
(Geneva School of Economics and Management (GSEM), University of Geneva, Geneva, Switzerland)
Medium: journal article
Language(s): English
Published in: Structure and Infrastructure Engineering, , n. 2, v. 20
Page(s): 1-16
DOI: 10.1080/15732479.2022.2081987
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: 10.1080/15732479.2022.2081987.
  • About this
    data sheet
  • Reference-ID
    10678159
  • Published on:
    18/06/2022
  • Last updated on:
    14/01/2024
 
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