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A modified space truss analogy model for ultimate torsional capacity of ultra-high-performance concrete solid and box beams

Author(s): ORCID (School of Civil Engineering, Harbin Institute of Technology, Harbin, China)
(Fujian Provincial Key Laboratory of Multi-disasters Prevention and Mitigation in Civil Engineerings, College of Civil Engineering, Fuzhou University, Fuzhou, China)
(Fujian Provincial Key Laboratory of Multi-disasters Prevention and Mitigation in Civil Engineerings, College of Civil Engineering, Fuzhou University, Fuzhou, China)
ORCID (Fujian Provincial Key Laboratory of Multi-disasters Prevention and Mitigation in Civil Engineerings, College of Civil Engineering, Fuzhou University, Fuzhou, China)
(Fujian Provincial Key Laboratory of Multi-disasters Prevention and Mitigation in Civil Engineerings, College of Civil Engineering, Fuzhou University, Fuzhou, China)
Medium: journal article
Language(s): English
Published in: Advances in Structural Engineering, , n. 12, v. 25
Page(s): 136943322210994
DOI: 10.1177/13694332221099405
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: 10.1177/13694332221099405.
  • About this
    data sheet
  • Reference-ID
    10678400
  • Published on:
    18/06/2022
  • Last updated on:
    23/09/2022
 
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