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
Parents
243
The Transmission and Reception of Elliptically Polarized Waves
G. Sinclair · Proceedings of the IRE · 1950 · 264 citations
1–5 of 243
653
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262
Purdue University West Lafayette
West Lafayette, United States
7 h-index
11 publications
374 citations
Georgia Institute of Technology
Atlanta, United States
6 h-index
8 publications
189 citations

University of Oslo
Oslo, Norway
5 h-index
5 publications
156 citations
University of California, Berkeley
Berkeley, United States
4 h-index
8 publications
507 citations

The University of Sydney
Sydney, Australia
4 h-index
5 publications
317 citations
University of Pittsburgh
Pittsburgh, United States
4 h-index
5 publications
127 citations

The University of Queensland
Brisbane, Australia
3 h-index
3 publications
34 citations
Massachusetts Institute of Technology
Cambridge, United States
3 h-index
6 publications
478 citations
1–8 of 262
26 publications · 794 citations
17
h-index
13 publications · 451 citations
12
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8 publications · 190 citations
8
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6 publications · 169 citations
6
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6 publications · 141 citations
6
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1–5