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Failure mechanism and load carrying capacity of an arched partially CFST bridge tower considering different concrete filling lengths

Author(s): (State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai, China)
(State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai, China)
(College of Civil Engineering, Fuzhou University, Fujian, China)
(College of Civil Engineering, Fuzhou University, Fujian, China)
Medium: journal article
Language(s): English
Published in: Structure and Infrastructure Engineering, , n. 9, v. 20
Page(s): 1-16
DOI: 10.1080/15732479.2022.2141271
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: 10.1080/15732479.2022.2141271.
  • About this
    data sheet
  • Reference-ID
    10696044
  • Published on:
    12/12/2022
  • Last updated on:
    31/08/2024
 
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