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Finite element numerical simulation of a cable‐stayed bridge construction through the progressive cantilever method

Author(s): ORCID (Department of Civil Engineering Federal University of Rio Grande do Sul Porto Alegre Brazil)
(Department of Civil Engineering Federal University of Rio Grande do Sul Porto Alegre Brazil)
ORCID (Department of Civil Engineering Federal University of Rio Grande do Sul Porto Alegre Brazil)
ORCID (Department of Civil Engineering Federal University of Rio Grande do Sul Porto Alegre Brazil)
(Department of Civil Engineering Federal University of Rio Grande do Sul Porto Alegre Brazil)
Medium: journal article
Language(s): English
Published in: Structural Concrete, , n. 2, v. 23
Page(s): 632-651
DOI: 10.1002/suco.202100662
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.202100662.
  • About this
    data sheet
  • Reference-ID
    10656201
  • Published on:
    17/02/2022
  • Last updated on:
    09/05/2022
 
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