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An analytical method for full-range mechanical behavior of continuous slab-deck in multi-span simply supported concrete bridges

Author(s): ORCID (Department of Bridge and Tunnel Engineering, School of Civil Engineering and Transportation, South China University of Technology, Guangdong, China)
ORCID (Department of Bridge and Tunnel Engineering, School of Civil Engineering and Transportation, South China University of Technology, Guangdong, China)
(Department of Bridge and Tunnel Engineering, School of Civil Engineering and Transportation, South China University of Technology, Guangdong, China)
(Department of Bridge and Tunnel Engineering, School of Civil Engineering and Transportation, South China University of Technology, Guangdong, China)
(Department of Bridge and Tunnel Engineering, School of Civil Engineering and Transportation, South China University of Technology, Guangdong, China)
(Department of Bridge and Tunnel Engineering, School of Civil Engineering and Transportation, South China University of Technology, Guangdong, China)
Medium: journal article
Language(s): English
Published in: Advances in Structural Engineering, , n. 1, v. 25
Page(s): 136943322110427
DOI: 10.1177/13694332211042788
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: 10.1177/13694332211042788.
  • About this
    data sheet
  • Reference-ID
    10637150
  • Published on:
    30/11/2021
  • Last updated on:
    18/12/2021
 
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