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Eccentric compression behavior of circular concrete‐filled steel tubes reinforced with internal latticed steel angles

Author(s): (Institute of Structural Engineering Zhejiang University Hangzhou Zhejiang China)
(Institute of Structural Engineering Zhejiang University Hangzhou Zhejiang China)
ORCID (Department of Civil Engineering Hangzhou City University Hangzhou Zhejiang China)
(Institute of Structural Engineering Zhejiang University Hangzhou Zhejiang China)
Medium: journal article
Language(s): English
Published in: Structural Concrete, , n. 1, v. 25
Page(s): 169-184
DOI: 10.1002/suco.202300395
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.202300395.
  • About this
    data sheet
  • Reference-ID
    10748304
  • Published on:
    14/01/2024
  • Last updated on:
    10/02/2024
 
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