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Prediction of mechanical behavior of reinforced concrete bridges following a fire based on the fire dynamics simulator–kriging model

Author(s): ORCID (School of Civil Engineering Zhejiang University of Technology Hangzhou Zhejiang Province China)
(School of Civil Engineering Zhejiang University of Technology Hangzhou Zhejiang Province China)
(School of Civil Engineering Zhejiang University of Technology Hangzhou Zhejiang Province China)
(School of Information Jiaxing Nanhu University Jiaxing Zhejiang Province China)
(School of Information Huazhong Agricultural University Wuhan Hubei Province China)
(School of Civil Engineering Zhejiang University of Technology Hangzhou Zhejiang Province China)
Medium: journal article
Language(s): English
Published in: Structural Concrete, , n. 5, v. 24
Page(s): 5855-5871
DOI: 10.1002/suco.202201191
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.202201191.
  • About this
    data sheet
  • Reference-ID
    10724689
  • Published on:
    30/05/2023
  • Last updated on:
    14/01/2024
 
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