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Dynamic response of cable-stayed bridge under wind-wave-current action considering pile-soil interaction

Author(s): (Deep-Water Long-Span Bridge Laboratory, School of Civil Engineering, Southwest Jiaotong University, Chengdu, PR China)
(Deep-Water Long-Span Bridge Laboratory, School of Civil Engineering, Southwest Jiaotong University, Chengdu, PR China)
(Deep-Water Long-Span Bridge Laboratory, School of Civil Engineering, Southwest Jiaotong University, Chengdu, PR China)
(Deep-Water Long-Span Bridge Laboratory, School of Civil Engineering, Southwest Jiaotong University, Chengdu, PR China)
(Deep-Water Long-Span Bridge Laboratory, School of Civil Engineering, Southwest Jiaotong University, Chengdu, PR China)
ORCID (Deep-Water Long-Span Bridge Laboratory, School of Civil Engineering, Southwest Jiaotong University, Chengdu, PR China)
Medium: journal article
Language(s): English
Published in: Structure and Infrastructure Engineering, , n. 6, v. 20
Page(s): 1-15
DOI: 10.1080/15732479.2022.2123528
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: 10.1080/15732479.2022.2123528.
  • About this
    data sheet
  • Reference-ID
    10690839
  • Published on:
    24/09/2022
  • Last updated on:
    15/03/2024
 
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