Transient Buckling Analysis

Transient Buckling Analysis is a computational mechanics methodology that distinguishes itself by predicting the time-dependent instability behavior of structural systems under transient dynamic loading, as opposed to steady or quasi-static buckling phenomena.

30

Publications

730

Citations

74

Authors

38

Institutions

Publications per year

2017–2026

6

Variants

Dynamic Buckling Analysis

Authors

74

  1. MA
    Mark A. Bradford

    UNSW Sydney, Australia

    6 publications · 195 citations

    6

    h-index

  2. YP
    Yong‐Lin Pi

    UNSW Sydney, Australia

    5 publications · 185 citations

    5

    h-index

  3. RA
    R. A. Uras

    Northwestern University, United States

    2 publications · 38 citations

    2

    h-index

  4. NP
    Neil Pegg

    Dalhousie University, Canada

    2 publications · 22 citations

    2

    h-index

  5. WQ
    Weilian Qu

    Wuhan University of Technology, China

    2 publications · 66 citations

    2

    h-index

1–5 of 74

Venues

  1. Composite Structures

    2 publications · 44 citations

    2

    h-index

  2. Journal of Sound and Vibration

    JSV · 2 publications · 80 citations

    2

    h-index

  3. Engineering Structures

    2 publications · 98 citations

    2

    h-index

  4. 2

    h-index

  5. AIAA Journal

    2 publications · 51 citations

    2

    h-index

1–5