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Stochastic Vibration-Driven Fatigue Analysis for Steel Structure Bridges Considering Track Irregularity

Author(s): ORCID (School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, P. R. China)
ORCID (School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, P. R. China)
ORCID (School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, P. R. China)
ORCID (Railway Engineering Research Institute, China Academy of Railway Sciences Corporation Limited, Beijing 100081, P. R. China)
ORCID (Railway Engineering Research Institute, China Academy of Railway Sciences Corporation Limited, Beijing 100081, P. R. China)
Medium: journal article
Language(s): English
Published in: International Journal of Structural Stability and Dynamics
DOI: 10.1142/s0219455424502596
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/s0219455424502596.
  • About this
    data sheet
  • Reference-ID
    10774490
  • Published on:
    29/04/2024
  • Last updated on:
    29/04/2024
 
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