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Numerical studies on the seismic responses of precast segmental columns-supported bridge structures subjected to near-fault ground motions

Auteur(s): (Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing, China)
ORCID (Centre for Infrastructure Monitoring and Protection, School of Civil and Mechanical Engineering, Curtin University, Bentley, WA, Australia)
(Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing, China)
(Engineering Research Center of Safety and Protection of Explosion and Impact of Ministry of Education (ERCSPEIME), Southeast University, Nanjing, China)
ORCID (Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing, China)
(Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education, Beijing University of Technology, Beijing, China)
Médium: article de revue
Langue(s): anglais
Publié dans: Advances in Structural Engineering, , n. 12, v. 25
Page(s): 136943322211042
DOI: 10.1177/13694332221104282
Structurae ne peut pas vous offrir cette publication en texte intégral pour l'instant. Le texte intégral est accessible chez l'éditeur. DOI: 10.1177/13694332221104282.
  • Informations
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  • Reference-ID
    10678399
  • Publié(e) le:
    18.06.2022
  • Modifié(e) le:
    23.09.2022
 
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