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A modified truss-arch model for shear strength evaluation of corroded reinforced concrete columns

Author(s): (Key Laboratory of Engineering Disaster Prevention and Structural Safety of China Ministry of Education, Guangxi Key Laboratory of Disaster Prevention and Engineering Safety, School of Civil Engineering and Architecture, Guangxi University, Nanning, China)
(School of Civil Engineering, Chongqing Jiaotong University, Chongqing, China)
(Key Laboratory of Engineering Disaster Prevention and Structural Safety of China Ministry of Education, Guangxi Key Laboratory of Disaster Prevention and Engineering Safety, School of Civil Engineering and Architecture, Guangxi University, Nanning, China)
ORCID (School of Civil and Environmental Engineering, Nanyang Technological University, Singapore)
ORCID (School of Civil Engineering and Architecture, NingboTech University, Ningbo, China)
Medium: journal article
Language(s): English
Published in: Advances in Structural Engineering
DOI: 10.1177/13694332241252276
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: 10.1177/13694332241252276.
  • About this
    data sheet
  • Reference-ID
    10784737
  • Published on:
    20/06/2024
  • Last updated on:
    20/06/2024
 
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