CALCULATION OF LOAD-BEARING CAPACITY AND DEFORMATION IN SINGLY-STEPPED SINUSOIDAL CORRUGATED WEB COLUMN

Guo Yanlin; Liu Feng; Dou Chao; Jiang Ziqin

doi:10.13204/j.gyjz201207003

Volume 42 Issue 7

Dec. 2014

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Guo Yanlin, Liu Feng, Dou Chao, Jiang Ziqin. CALCULATION OF LOAD-BEARING CAPACITY AND DEFORMATION IN SINGLY-STEPPED SINUSOIDAL CORRUGATED WEB COLUMN[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(7): 22-29. doi: 10.13204/j.gyjz201207003

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Guo Yanlin, Liu Feng, Dou Chao, Jiang Ziqin. CALCULATION OF LOAD-BEARING CAPACITY AND DEFORMATION IN SINGLY-STEPPED SINUSOIDAL CORRUGATED WEB COLUMN[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(7): 22-29. doi: 10.13204/j.gyjz201207003

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CALCULATION OF LOAD-BEARING CAPACITY AND DEFORMATION IN SINGLY-STEPPED SINUSOIDAL CORRUGATED WEB COLUMN

doi: 10.13204/j.gyjz201207003

1.
Department of Civil Engineering,Tsinghua University,Beijing 100084,China

Received Date: 2012-02-25
Publish Date: 2012-07-20

Abstract

Abstract

The effect of shear deformation in singly-stepped sinusoidal corrugated web columns on the effective lengthfactors is analyzed, and theoretically derived formulation was presented firstly. Compared with approximately TheCode for Design of Steel Structures ( GB 5001 7 2003 ) and the FEA results, it was concluded that the verification ofglobal stability in the singly-stepped sinusoidal corrugated web columns is proposed by combing the effective lengthfactors given by GB 5001 7 2003 with the design formula from Technical Specification for Sinusoidal Web SteelStructures ( CECS 290:201 1 ) which reflects the effect of shear deformation of corrugated web. And the formula forcalculating the lateral deformation of singly-stepped sinusoidal corrugated web columns was given. Finally, thestructural construction details and design of shoulder-beam of singly-stepped column were introduced.
- members with sinusoidal corrugated web,
- singly-stepped column,
- shear deformation,
- effective length factors,
- lateral defermation,
- shoulder-beam design

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References(7)

References

张庆林.波浪腹板工形构件稳定承载力设计方法研究[D].北京:清华大学,2008.

[2] GB500172003钢结构设计规范[S].

[3] CECE290:2011波浪腹板钢结构应用技术规程[S].

[4] 陈骥.钢结构稳定理论与设计[M].3版.北京:科学出版社,2005:206-237.

[5] 龙驭球,包世华.结构力学(I)[M].3版.北京:高等教育出版社,2006:152-199.

[6] CECE102:2002门式刚架轻型房屋钢结构技术规程[S].

[7] 赵熙元.建筑钢结构设计手册(上)[M].北京:冶金工业出版社,1995:362-395.

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