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Time-dependent reliability assessment and optimal design of corroded reinforced concrete beams

Author(s): ORCID (Hubei Key Laboratory of Digital Textile Equipment, Wuhan Textile University, Wuhan, China)
(School of Transportation and Logistics Engineering, Wuhan University of Technology, Wuhan, China)
(Hubei Key Laboratory of Digital Textile Equipment, Wuhan Textile University, Wuhan, China)
(Hubei Key Laboratory of Digital Textile Equipment, Wuhan Textile University, Wuhan, China)
Medium: journal article
Language(s): English
Published in: Advances in Structural Engineering, , n. 8, v. 27
Page(s): 1313-1327
DOI: 10.1177/13694332241247923
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: 10.1177/13694332241247923.
  • About this
    data sheet
  • Reference-ID
    10770280
  • Published on:
    29/04/2024
  • Last updated on:
    20/09/2024
 
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