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Extreme state prediction of long-span bridges using extended ACER method

Auteur(s): (State Key Laboratory of Mechanical Behavior and System Safety of Traffic Engineering Structures, Shijiazhuang Tiedao University, Shijiazhuang, China)
ORCID (State Key Laboratory of Mechanical Behavior and System Safety of Traffic Engineering Structures, Shijiazhuang Tiedao University, Shijiazhuang, China)
(State Key Laboratory of Mechanical Behavior and System Safety of Traffic Engineering Structures, Shijiazhuang Tiedao University, Shijiazhuang, China)
ORCID (School of Safety Engineering and Emergency Management, Shijiazhuang Tiedao University, Shijiazhuang, China)
(Guangdong Hualu Transportat Technol Co., Ltd., Guangzhou, China)
(Guangdong Hualu Transportat Technol Co., Ltd., Guangzhou, China)
(School of Safety Engineering and Emergency Management, Shijiazhuang Tiedao University, Shijiazhuang, China)
(School of Safety Engineering and Emergency Management, Shijiazhuang Tiedao University, Shijiazhuang, China)
(School of Naval Architecture, Ocean and Energy Power Engineering, Wuhan University of Technology, Wuhan, China)
(Key Laboratory of Nondestructive Testing, Ministry of Education, Nanchang Hangkong University, Nanchang, China)
(School of Civil Engineering, Southwest Jiaotong University, Chengdu, China)
Médium: article de revue
Langue(s): anglais
Publié dans: Structural Health Monitoring, , n. 4, v. 23
Page(s): 2340-2357
DOI: 10.1177/14759217231206531
Structurae ne peut pas vous offrir cette publication en texte intégral pour l'instant. Le texte intégral est accessible chez l'éditeur. DOI: 10.1177/14759217231206531.
  • Informations
    sur cette fiche
  • Reference-ID
    10755760
  • Publié(e) le:
    14.01.2024
  • Modifié(e) le:
    20.09.2024
 
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