Linear Buckling

Linear Buckling is a structural stability analysis method that predicts the critical load at which a slender structure undergoes infinitesimal buckling deformations under the assumption of linear elastic material behavior and perfect geometric initial conditions.

413

Publications

15.2K

Citations

979

Authors

446

Institutions

Publications per year

2017–2026

129

Authors

979

  1. YP
    Yong‐Lin Pi

    UNSW Sydney, Australia

    7 publications · 193 citations

    7

    h-index

  2. MA
    Mark A. Bradford

    UNSW Sydney, Australia

    5 publications · 166 citations

    5

    h-index

  3. EC
    Erasmo Carrera

    Politecnico di Torino, Italy

    5 publications · 263 citations

    5

    h-index

  4. CW
    C.M. Wang

    National University of Singapore, Singapore

    5 publications · 99 citations

    5

    h-index

  5. SK
    Shiro Kato

    The University of Osaka, Japan

    5 publications · 134 citations

    5

    h-index

1–5 of 979

Venues

  1. Thin-Walled Structures

    51 publications · 2K citations

    26

    h-index

  2. Composite Structures

    28 publications · 860 citations

    18

    h-index

  3. Engineering Structures

    26 publications · 1K citations

    17

    h-index

  4. International Journal of Solids and Structures

    19 publications · 793 citations

    16

    h-index

  5. Journal of Constructional Steel Research

    JCSR · 14 publications · 559 citations

    14

    h-index

1–5