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Prediction of the Upwarp Buckling Critical Temperature Rise for Longitudinally Connected Slab Track Under Joint Damage State

Author(s): (MOE Key Laboratory of High-Speed Railway Line Engineering, Southwest Jiaotong University, Chengdu 610031, P. R. China)
(MOE Key Laboratory of High-Speed Railway Line Engineering, Southwest Jiaotong University, Chengdu 610031, P. R. China)
(MOE Key Laboratory of High-Speed Railway Line Engineering, Southwest Jiaotong University, Chengdu 610031, P. R. China)
(MOE Key Laboratory of High-Speed Railway Line Engineering, Southwest Jiaotong University, Chengdu 610031, P. R. China)
ORCID (MOE Key Laboratory of High-Speed Railway Line Engineering, Southwest Jiaotong University, Chengdu 610031, P. R. China)
Medium: journal article
Language(s): English
Published in: International Journal of Structural Stability and Dynamics
DOI: 10.1142/s0219455425501883
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/s0219455425501883.
  • About this
    data sheet
  • Reference-ID
    10796356
  • Published on:
    01/09/2024
  • Last updated on:
    01/09/2024
 
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