Long-span Bridge Behavior

Long-Span Bridge Behavior is a structural engineering construct that characterizes the distinctive mechanical response, dynamic performance, and load-deformation interactions of cable-supported bridges spanning over 500 meters, differentiating them from shorter-span bridges through increased flexibility, aerodynamic sensitivity, and geometric nonlinearity.

438

Publications

16.4K

Citations

1K

Authors

312

Institutions

Publications per year

2017–2026

235

Authors

1K

  1. YL
    You Lin Xu

    Hong Kong Polytechnic University, Hong Kong SAR China

    20 publications · 1.1K citations

    19

    h-index

  2. HW
    Hao Wang

    Southeast University, China

    16 publications · 824 citations

    16

    h-index

  3. OØ
    Ole Øiseth

    Norwegian University of Science and Technology, Norway

    11 publications · 536 citations

    12

    h-index

  4. SC
    Suren Chen

    Colorado State University, United States

    12 publications · 647 citations

    12

    h-index

  5. YL
    Yongle Li

    Southwest Jiaotong University, China

    11 publications · 257 citations

    11

    h-index

1–5 of 1K

Venues

  1. Engineering Structures

    59 publications · 3.2K citations

    35

    h-index

  2. 31

    h-index

  3. Journal of Bridge Engineering

    45 publications · 1.2K citations

    23

    h-index

  4. Journal of Structural Engineering

    13 publications · 1.4K citations

    13

    h-index

  5. Wind and Structures

    12 publications · 266 citations

    11

    h-index

1–5