Cable-stayed Structure Analysis

Cable-Stayed Structure Analysis is a structural engineering methodology that systematically evaluates the load-deformation behavior of cable-stayed bridges by integrating the effects of cable-anchored girder-stiffening and pylon interaction under static and dynamic loading conditions, distinguishing it from other bridge analysis methods through its explicit modeling of tension-only cable elements and geometric nonlinearity.

775

Publications

28.6K

Citations

1.6K

Authors

518

Institutions

Publications per year

2017–2026

320

Authors

1.6K

  1. YL
    You Lin Xu

    Hong Kong Polytechnic University, Hong Kong SAR China

    16 publications · 994 citations

    16

    h-index

  2. LS
    Limin Sun

    Tongji University, China

    11 publications · 363 citations

    11

    h-index

  3. HK
    Houjun Kang

    Hunan University, China

    11 publications · 266 citations

    11

    h-index

  4. JN
    João Negrão

    University of Coimbra, Portugal

    12 publications · 695 citations

    11

    h-index

  5. HL
    Hong‐Nan Li

    Dalian University of Technology, China

    9 publications · 510 citations

    10

    h-index

1–5 of 1.6K

Venues

  1. Engineering Structures

    107 publications · 5.4K citations

    46

    h-index

  2. Journal of Bridge Engineering

    47 publications · 2K citations

    27

    h-index

  3. Computers & Structures

    31 publications · 1.9K citations

    26

    h-index

  4. Journal of Sound and Vibration

    JSV · 23 publications · 1.2K citations

    20

    h-index

  5. Soil Dynamics and Earthquake Engineering

    19 publications · 847 citations

    18

    h-index

1–5