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Dynamic assessment, FE modelling and parametric updating of a butterfly-arch stress-ribbon pedestrian bridge

Author(s): (Sustainable and Innovative Bridge Engineering Research Center, College of Civil Engineering, Fuzhou University, China)
ORCID (Department of Civil, Construction-Architectural and Environmental Engineering, University of L’Aquila, Italy)
(Department of Civil, Construction-Architectural and Environmental Engineering, University of L’Aquila, Italy)
(Sustainable and Innovative Bridge Engineering Research Center, College of Civil Engineering, Fuzhou University, China)
(Sustainable and Innovative Bridge Engineering Research Center, College of Civil Engineering, Fuzhou University, China)
(Department of Civil, Construction-Architectural and Environmental Engineering, University of L’Aquila, Italy)
(Department of Structural Engineering, Tongji University, China)
(Sustainable and Innovative Bridge Engineering Research Center, College of Civil Engineering, Fuzhou University, China)
Medium: journal article
Language(s): English
Published in: Structure and Infrastructure Engineering, , n. 7, v. 18
Page(s): 1-12
DOI: 10.1080/15732479.2021.1995444
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: 10.1080/15732479.2021.1995444.
  • About this
    data sheet
  • Reference-ID
    10636841
  • Published on:
    30/11/2021
  • Last updated on:
    16/06/2022
 
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