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

Auteur(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)
Médium: article de revue
Langue(s): anglais
Publié dans: Advances in Structural Engineering, , n. 16, v. 26
Page(s): 3021-3040
DOI: 10.1177/13694332231208255
Structurae ne peut pas vous offrir cette publication en texte intégral pour l'instant. Le texte intégral est accessible chez l'éditeur. DOI: 10.1177/13694332231208255.
  • Informations
    sur cette fiche
  • Reference-ID
    10743150
  • Publié(e) le:
    28.10.2023
  • Modifié(e) le:
    14.01.2024
 
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