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Seismic Performance Analysis of CFST Stiff Skeleton Concrete Arch Bridge considering Non-planar Sectional Stress Induced by Balanced Ring-casting Construction

Author(s): ORCID (Department of Bridge Engineering, Southwest Jiaotong University, Chengdu, P.R. China)
(Department of Bridge Engineering, Southwest Jiaotong University, Chengdu, P.R. China)
(Department of Bridge Engineering, Southwest Jiaotong University, Chengdu, P.R. China)
ORCID (Department of Bridge Engineering, Southwest Jiaotong University, Chengdu, P.R. China)
(Department of Bridge and Tunnel Design, Guangxi Communications Design Group Co, Ltd., Nanning, P.R. China)
(Department of Bridge and Tunnel Design, Guangxi Communications Design Group Co, Ltd., Nanning, P.R. China)
Medium: journal article
Language(s): English
Published in: Journal of Earthquake Engineering, , n. 1, v. 27
Page(s): 1-18
DOI: 10.1080/13632469.2021.1997837
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: 10.1080/13632469.2021.1997837.
  • About this
    data sheet
  • Reference-ID
    10637476
  • Published on:
    30/11/2021
  • Last updated on:
    10/12/2022
 
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