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Effect of climate change on flexural reliability of highway continuous girder bridge under wind load

Author(s): (School of Civil Engineering, Beijing Jiaotong University, Beijing, PR China)
(School of Civil Engineering, Beijing Jiaotong University, Beijing, PR China)
(School of Civil Engineering, Beijing Jiaotong University, Beijing, PR China)
(School of Civil Engineering, Beijing Jiaotong University, Beijing, PR China)
(School of Civil Engineering, Beijing Jiaotong University, Beijing, PR China)
Medium: journal article
Language(s): English
Published in: Bridge Structures, , n. 3, v. 15
Page(s): 103-110
DOI: 10.3233/brs-190155
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: 10.3233/brs-190155.
  • About this
    data sheet
  • Reference-ID
    10767691
  • Published on:
    24/04/2024
  • Last updated on:
    24/04/2024
 
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