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Temperature behavior of cable-stayed bridges. Part II — temperature actions by using unified analysis

Author(s): ORCID (Department of Civil and Environmental Engineering, The Hong Kong Polytechnic University, Kowloon, Hong Kong, China)
(The Hong Kong‒Zhuhai‒Macao Bridge Authority, Zhuhai, Guangdong, China)
ORCID (Department of Civil and Environmental Engineering, The Hong Kong Polytechnic University, Kowloon, Hong Kong, China)
(The Hong Kong‒Zhuhai‒Macao Bridge Authority, Zhuhai, Guangdong, China)
(The Hong Kong‒Zhuhai‒Macao Bridge Authority, Zhuhai, Guangdong, China)
(Department of Civil and Environmental Engineering, The Hong Kong Polytechnic University, Kowloon, Hong Kong, China)
Medium: journal article
Language(s): English
Published in: Advances in Structural Engineering, , n. 9, v. 26
Page(s): 1600-1620
DOI: 10.1177/13694332231175392
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: 10.1177/13694332231175392.
  • About this
    data sheet
  • Reference-ID
    10725668
  • Published on:
    30/05/2023
  • Last updated on:
    02/09/2023
 
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