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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 Polit├Ęcnica 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
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:
    01/10/2021