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Dynamic Response and Running Safety of High-Speed Railway Train–Track–Bridge System Under Near-Fault Pulse-Type Ground Motion

Auteur(s): ORCID (School of Civil Engineering, Central South University, Changsha 410075, P. R. China)
ORCID (School of Civil Engineering, Central South University, Changsha 410075, P. R. China)
ORCID (School of Civil Engineering, Central South University, Changsha 410075, P. R. China)
ORCID (School of Civil Engineering, Central South University, Changsha 410075, P. R. China)
ORCID (School of Civil Engineering, Central South University, Changsha 410075, P. R. China)
ORCID (School of Civil Engineering, Central South University, Changsha 410075, P. R. China)
ORCID (School of Civil Engineering, Central South University, Changsha 410075, P. R. China)
(School of Civil Engineering, Central South University, Changsha 410075, P. R. China)
(School of Civil Engineering, Central South University, Changsha 410075, P. R. China)
(School of Civil Engineering, Central South University, Changsha 410075, P. R. China)
(School of Civil Engineering, Central South University, Changsha 410075, P. R. China)
(School of Civil Engineering, Central South University, Changsha 410075, P. R. China)
Médium: article de revue
Langue(s): anglais
Publié dans: International Journal of Structural Stability and Dynamics, , n. 13, v. 24
DOI: 10.1142/s0219455424501396
Structurae ne peut pas vous offrir cette publication en texte intégral pour l'instant. Le texte intégral est accessible chez l'éditeur. DOI: 10.1142/s0219455424501396.
  • Informations
    sur cette fiche
  • Reference-ID
    10745015
  • Publié(e) le:
    28.10.2023
  • Modifié(e) le:
    31.08.2024
 
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