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Response analysis of train-bridge coupling system under combined wave and seismic action considering occurrence time difference effect

Author(s): ORCID (Department of Bridge Engineering, Southwest Jiaotong University, Chengdu, China)
(Department of Bridge Engineering, Southwest Jiaotong University, Chengdu, China)
(Department of Bridge Engineering, Southwest Jiaotong University, Chengdu, China)
ORCID (Department of Bridge Engineering, Southwest Jiaotong University, Chengdu, China)
(Department of Bridge Engineering, Southwest Jiaotong University, Chengdu, China)
(Department of Bridge Engineering, Southwest Jiaotong University, Chengdu, China)
Medium: journal article
Language(s): English
Published in: Structure and Infrastructure Engineering
Page(s): 1-15
DOI: 10.1080/15732479.2024.2446726
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: 10.1080/15732479.2024.2446726.
  • About this
    data sheet
  • Reference-ID
    10808174
  • Published on:
    17/01/2025
  • Last updated on:
    17/01/2025
 
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