Wind-induced Stability

Wind-Induced Stability is a structural performance metric that assesses a bridge's ability to maintain dynamic equilibrium under aerodynamic forces generated by wind loading, distinguishing it from other stability considerations by its specific focus on wind-driven oscillations and aeroelastic instabilities.

83

Publications

3K

Citations

243

Authors

103

Institutions

Publications per year

2017–2026

24

Authors

243

  1. QL
    Q.S. Li

    City University of Hong Kong, Hong Kong SAR China

    3 publications · 64 citations

    3

    h-index

  2. YT
    Yukio Tamura

    Tokyo Polytechnic University, Japan

    3 publications · 146 citations

    3

    h-index

  3. JK
    Junji KATAGIRI

    Kanagawa University, Japan

    2 publications · 135 citations

    2

    h-index

  4. YL
    You Lin Xu

    Hong Kong Polytechnic University, Hong Kong SAR China

    2 publications · 184 citations

    2

    h-index

  5. CB
    Chris Baker

    University of Birmingham, United Kingdom

    2 publications · 59 citations

    2

    h-index

1–5 of 243

Venues

  1. 21

    h-index

  2. Engineering Structures

    9 publications · 491 citations

    9

    h-index

  3. Nonlinear Dynamics

    3 publications · 156 citations

    3

    h-index

  4. 2

    h-index

  5. Journal of Structural Engineering

    2 publications · 55 citations

    2

    h-index

1–5