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Wind-Induced Asymmetry Torsional Divergence of Long-Span Bridges: Mechanism, Three-Dimensional and Turbulence Effects

Author(s): (School of Civil Engineering, Tianjin University, Tianjin 300072, P. R. China)
(Key Laboratory of Coast Civil Structure Safety of Ministry of Education, School of Civil Engineering, Tianjin University, Tianjin 300072, P. R. China)
(College of Civil Engineering and Architecture, Hainan University, Haikou 570228, P. R. China)
(College of Civil Engineering and Architecture, Hainan University, Haikou 570228, P. R. China)
Medium: journal article
Language(s): English
Published in: International Journal of Structural Stability and Dynamics, , n. 4, v. 23
DOI: 10.1142/s0219455423500426
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/s0219455423500426.
  • About this
    data sheet
  • Reference-ID
    10692980
  • Published on:
    23/09/2022
  • Last updated on:
    20/02/2023
 
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