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Time‐dependent cyclic behavior of reinforced concrete bridge columns under chlorides‐induced corrosion and rebars buckling

Author(s): ORCID (Department of Architecture Roma Tre University Rome Italy)
ORCID (College of Civil Engineering Fuzhou University Fuzhou China)
ORCID (Department of Architecture Roma Tre University Rome Italy)
ORCID (Department of Civil Engineering University of Bristol Bristol UK)
(Department of Architecture, Design and Urban Planning University of Sassari Alghero Italy)
ORCID (Department of Architecture Roma Tre University Rome Italy)
ORCID (Department of Structural and Geotechnical Engineering Sapienza University of Rome Rome Italy)
ORCID (Department of Civil and Mechanical Engineering University of Cassino and Southern Lazio Cassino Italy)
ORCID (Department of Architecture Roma Tre University Rome Italy)
Medium: journal article
Language(s): English
Published in: Structural Concrete, , n. 1, v. 23
Page(s): 81-103
DOI: 10.1002/suco.202100257
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/suco.202100257.
  • About this
    data sheet
  • Reference-ID
    10629660
  • Published on:
    01/10/2021
  • Last updated on:
    23/03/2022
 
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