TORSIONAL RESTRAINT ON PURLINS BY CORRUGATED STEEL SHEET

Tong Genshu; Shao Feng

doi:10.13204/j.gyjz201003025

Volume 40 Issue 3

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2010 > 40(3): 111-115,134

Shu Ganping, Zheng Baofeng, Shen Xiaoming. IN- PLANE STABILITY DESIGN METHOD OF STAINLESS STEEL BEAM- COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(5): 41-44. doi: 10.13204/j.gyjz2011205006

Citation:

Tong Genshu, Shao Feng. TORSIONAL RESTRAINT ON PURLINS BY CORRUGATED STEEL SHEET[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(3): 111-115,134. doi: 10.13204/j.gyjz201003025

Shu Ganping, Zheng Baofeng, Shen Xiaoming. IN- PLANE STABILITY DESIGN METHOD OF STAINLESS STEEL BEAM- COLUMNS[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(5): 41-44. doi: 10.13204/j.gyjz2011205006

Citation:

Tong Genshu, Shao Feng. TORSIONAL RESTRAINT ON PURLINS BY CORRUGATED STEEL SHEET[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(3): 111-115,134. doi: 10.13204/j.gyjz201003025

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TORSIONAL RESTRAINT ON PURLINS BY CORRUGATED STEEL SHEET

doi: 10.13204/j.gyjz201003025

1.
Department of Civil Engineering,Zhejiang University,Hangzhou 310058,China

Received Date: 2009-08-20
Publish Date: 2010-03-20

Abstract

Abstract

Corrugated steel sheets are mounted on purlins either through self-drilled nails or through specially designed splints. The steel sheets exert torsional restraints on purlins when the latter buckles laterally. The present paper reports on an analysis of this torsional restraints on purlins by FEM. HXY-478 roof system developed by Hangxiao Steel Corp. is used in the analysis. Two formulas,one for purlins in positive bending,the other for negative bending moments,are developed for determing the restraints for buckling analysis of purlins.
- corrugated steel sheet,
- purlin,
- torsional restraint

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References(5)

References

[2] 童根树.钢结构的平面外稳定[M].北京:中国建筑工业出版社,2007.

Tong G S,Chen S F. Buckling of Laterally and Torsionally Braced Beams[J]. Journal of Constructional Steel Research,1988,11(1):41-55.

[3] 陈骥.钢结构稳定理论[M].北京:科学出版社,2001.

[4] 于炜文.冷成型钢结构设计[M].北京:中国水利水电出版社,2002.

[5] 吴金秋,童根树.不同斜卷边檩条的局部屈曲和畸变屈曲[J].钢结构,2006,21(5):75-77.

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