Effective Length Factor

Effective Length Factor is a dimensionless coefficient in structural stability analysis that modifies the actual length of a column to account for end support conditions in determining its critical buckling load.

243

Publications

9.3K

Citations

653

Authors

262

Institutions

Publications per year

2017–2026

33

Variants

Column Effective Length FactorK-factor

Authors

653

  1. JH
    Jostein Hellesland

    University of Oslo, Norway

    7 publications · 185 citations

    7

    h-index

  2. DW
    Donald W. White

    Georgia Institute of Technology, United States

    6 publications · 149 citations

    6

    h-index

  3. WC
    Wai‐Fah Chen

    Purdue University West Lafayette, United States

    5 publications · 152 citations

    5

    h-index

  4. KT
    Keigo TSUDA

    The University of Kitakyushu, Japan

    3 publications · 44 citations

    3

    h-index

  5. LD
    Lian Duan

    Tsinghua University, China

    3 publications · 111 citations

    3

    h-index

1–5 of 653

Venues

  1. Journal of Structural Engineering

    26 publications · 794 citations

    17

    h-index

  2. Engineering Journal

    13 publications · 451 citations

    12

    h-index

  3. Engineering Structures

    8 publications · 190 citations

    8

    h-index

  4. Journal of the Structural Division

    6 publications · 169 citations

    6

    h-index

  5. Journal of Engineering Mechanics

    6 publications · 141 citations

    6

    h-index

1–5