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An improved model for the nonlinear simulation of the high‐speed vehicle‐track‐bridge coupling system under seismic shaking

Author(s): ORCID (School of Civil Engineering Central South University Changsha Hunan China)
(School of Civil Engineering Central South University Changsha Hunan China)
ORCID (China Railway Urban Construction Group Corporation Limited Changsha China)
(School of Civil Engineering Central South University Changsha Hunan China)
Medium: journal article
Language(s): English
Published in: Earthquake Engineering and Structural Dynamics
DOI: 10.1002/eqe.4196
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: 10.1002/eqe.4196.
  • About this
    data sheet
  • Reference-ID
    10791686
  • Published on:
    01/09/2024
  • Last updated on:
    01/09/2024
 
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