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Analysis of the Deformation and Dynamics of High-Speed Railway Bridge Under the Coupling Effect of Shield Tunneling and Train Load

Author(s): ORCID (College of Geosciences and Engineering, North China University of Water Resources and Electric Power, Zhengzhou 450046, P. R. China)
ORCID (College of Geosciences and Engineering, North China University of Water Resources and Electric Power, Zhengzhou 450046, P. R. China)
(Zhengzhou Metro Group Co., Ltd., Zhengzhou 450000, P. R. China)
(Shanghai Tunnel Engineering Co., Ltd., Shanghai 200000, P. R. China)
Medium: journal article
Language(s): English
Published in: International Journal of Structural Stability and Dynamics, , n. 21, v. 24
DOI: 10.1142/s0219455424502407
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/s0219455424502407.
  • About this
    data sheet
  • Reference-ID
    10754723
  • Published on:
    14/01/2024
  • Last updated on:
    10/11/2024
 
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