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Ultimate bearing capacity of UHPC-encased CFST medium-long columns under axial compression

Author(s): (Professor, College of Civil Engineering, Fuzhou University, Fuzhou, China; Fujian Provincial Key Laboratory on Multi-Disasters Prevention and Mitigation in Civil Engineering, Fuzhou, China)
(PhD candidate, College of Civil Engineering, Fuzhou University, Fuzhou, China)
ORCID (Associate Professor, College of Civil Engineering, Fuzhou University, Fuzhou, China; Fujian Provincial Key Laboratory on Multi-Disasters Prevention and Mitigation in Civil Engineering, Fuzhou, China (corresponding author: ))
(Professor of Engineering, Fujian Transportation Planning and Design Institute Co., Ltd., Fuzhou, China)
Medium: journal article
Language(s): English
Published in: Magazine of Concrete Research, , n. 10, v. 75
Page(s): 1-19
DOI: 10.1680/jmacr.22.00050
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: 10.1680/jmacr.22.00050.
  • About this
    data sheet
  • Reference-ID
    10695992
  • Published on:
    12/12/2022
  • Last updated on:
    18/04/2023
 
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