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Impact of the structural system type on the seismic fragility of a multi-tower cable-stayed bridge

Auteur(s): (Engineering Structure and New Materials Research Center of Beijing Higher Education Institutions, Beijing University of Civil Engineering and Architecture, Beijing, China)
(Graduate School of Human-Environment Studies, Kyushu University, Fukuoka, Japan)
(Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing, China)
ORCID (School of Civil Engineering, Central South University, Changsha, China)
(School of Civil and Hydraulic Engineering, Hefei University of Technology, Hefei, China)
(School of Civil Engineering, Central South University, Changsha, China)
(Multi-Functional Shaking Tables Laboratory, Beijing University of Civil Engineering and Architecture, Beijing, China)
(Beijing Guodaotong Highway Design & Research Institute Co., Ltd., Beijing, China)
Médium: article de revue
Langue(s): anglais
Publié dans: Structure and Infrastructure Engineering
Page(s): 1-15
DOI: 10.1080/15732479.2024.2424908
Structurae ne peut pas vous offrir cette publication en texte intégral pour l'instant. Le texte intégral est accessible chez l'éditeur. DOI: 10.1080/15732479.2024.2424908.
  • Informations
    sur cette fiche
  • Reference-ID
    10808172
  • Publié(e) le:
    17.01.2025
  • Modifié(e) le:
    17.01.2025
 
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