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Analytical assessment of the full-bridge response to the vertical live load: An algorithm for hybrid cable-stayed suspension bridges

Author(s): ORCID (Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Southeast University, Nanjing, China)
(Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Southeast University, Nanjing, China)
(Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Southeast University, Nanjing, China)
(Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Southeast University, Nanjing, China)
(CCCC Highway Bridges National Engineering Research Centre Co., Ltd., Beijing, China)
Medium: journal article
Language(s): English
Published in: Advances in Structural Engineering, , n. 16, v. 26
Page(s): 3021-3040
DOI: 10.1177/13694332231208255
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: 10.1177/13694332231208255.
  • About this
    data sheet
  • Reference-ID
    10743150
  • Published on:
    28/10/2023
  • Last updated on:
    14/01/2024
 
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