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

Author(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)
Medium: journal article
Language(s): English
Published in: International Journal of Structural Stability and Dynamics, , n. 13, v. 24
DOI: 10.1142/s0219455424501396
Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.1142/s0219455424501396.
  • About this
    data sheet
  • Reference-ID
    10745015
  • Published on:
    28/10/2023
  • Last updated on:
    31/08/2024
 
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