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High-mode vortex-induced vibration and its mitigation of no-hanger main cable of the side span in a cable-stayed suspension bridge

Author(s): (College of Civil Engineering, Key Laboratory for Wind and Bridge Engineering of Hunan Province, Hunan University, Changsha, China)
(College of Civil Engineering, Key Laboratory for Wind and Bridge Engineering of Hunan Province, Hunan University, Changsha, China)
(College of Civil Engineering, Key Laboratory for Wind and Bridge Engineering of Hunan Province, Hunan University, Changsha, China)
(China Railway Major Bridge Reconnaissance & Design Institute Co. Ltd, Wuhan, China)
(College of Civil Engineering, Key Laboratory for Wind and Bridge Engineering of Hunan Province, Hunan University, Changsha, China)
Medium: journal article
Language(s): English
Published in: Structure and Infrastructure Engineering
Page(s): 1-15
DOI: 10.1080/15732479.2023.2241138
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: 10.1080/15732479.2023.2241138.
  • About this
    data sheet
  • Reference-ID
    10734782
  • Published on:
    03/09/2023
  • Last updated on:
    03/09/2023
 
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