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Bond deterioration effects on corroded RC bridge pier in seismic zone

Author(s): (Department of Structural, Geotechnical and Building Engineering Politecnico di Torino Turin Italy)
ORCID (Department of Civil and Environmental Engineering Universitat Politècnica de Catalunya Barcelona Spain)
ORCID (Department of Structural, Geotechnical and Building Engineering Politecnico di Torino Turin Italy)
Medium: journal article
Language(s): English
Published in: Structural Concrete, , n. 1, v. 23
Page(s): 51-66
DOI: 10.1002/suco.202000681
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.202000681.
  • About this
    data sheet
  • Reference-ID
    10629654
  • Published on:
    01/10/2021
  • Last updated on:
    23/03/2022
 
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