OUT-OF-PLANE EFFECTIVE LENGTH OF COLUMNS WITHOUT LONGITUDINAL BRACES FOR MILL BUILDINGS

Tong Genshu; Chen Haixiao

doi:10.13204/j.gyjz200405018

Volume 34 Issue 5

Dec. 2014

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Tong Genshu, Chen Haixiao. OUT-OF-PLANE EFFECTIVE LENGTH OF COLUMNS WITHOUT LONGITUDINAL BRACES FOR MILL BUILDINGS[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(5): 59-61. doi: 10.13204/j.gyjz200405018

Citation:

Tong Genshu, Chen Haixiao. OUT-OF-PLANE EFFECTIVE LENGTH OF COLUMNS WITHOUT LONGITUDINAL BRACES FOR MILL BUILDINGS[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(5): 59-61. doi: 10.13204/j.gyjz200405018

Tong Genshu, Chen Haixiao. OUT-OF-PLANE EFFECTIVE LENGTH OF COLUMNS WITHOUT LONGITUDINAL BRACES FOR MILL BUILDINGS[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(5): 59-61. doi: 10.13204/j.gyjz200405018

Citation:

Tong Genshu, Chen Haixiao. OUT-OF-PLANE EFFECTIVE LENGTH OF COLUMNS WITHOUT LONGITUDINAL BRACES FOR MILL BUILDINGS[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(5): 59-61. doi: 10.13204/j.gyjz200405018

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OUT-OF-PLANE EFFECTIVE LENGTH OF COLUMNS WITHOUT LONGITUDINAL BRACES FOR MILL BUILDINGS

doi: 10.13204/j.gyjz200405018

1.
Civil Engineering Department,Zhejiang University Hangzhou 310027

Received Date: 2003-05-20
Publish Date: 2004-05-20

Abstract

Abstract

It is very difficult for longitudinal braces to find a place for some mill buildings because below certain elevation the space is occupied by production lines.This paper studies the buckling of columns for which no brace is provided below certain level, but above this level there exists cross-bracing.Three types of bracing layouts are analyzed, and tables of the column effective length coefficients are given, and approximate formulas are also suggested, which may be a reference for designers.
- compression members,
- stability,
- brace