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Overstrength factors of RC bridges supported on single and multi‐column RC piers in Mexico

Author(s): (School of Civil Engineering University of Michoacan Morelia Mexico)
ORCID (CONSTRUCT‐LESE Faculty of Engineering (FEUP) University of Porto Porto Portugal)
ORCID (School of Civil Engineering University of Michoacan Morelia Mexico)
ORCID (CONSTRUCT‐LESE Faculty of Engineering (FEUP) University of Porto Porto Portugal)
Medium: journal article
Language(s): English
Published in: Earthquake Engineering and Structural Dynamics, , n. 14, v. 50
Page(s): 3695-3712
DOI: 10.1002/eqe.3528
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/eqe.3528.
  • About this
    data sheet
  • Reference-ID
    10624420
  • Published on:
    26/08/2021
  • Last updated on:
    29/11/2021
 
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