IN- PLANE STABILITY DESIGN METHOD OF STAINLESS STEEL BEAM- COLUMNS

Shu Ganping; Zheng Baofeng; Shen Xiaoming

doi:10.13204/j.gyjz2011205006

Volume 42 Issue 5

Dec. 2014

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Abstract

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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:

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

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:

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

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IN- PLANE STABILITY DESIGN METHOD OF STAINLESS STEEL BEAM- COLUMNS

doi: 10.13204/j.gyjz2011205006

1.
1. College of Civil Engineering,Southeast University,Nanjing 210096,China;
2.
2. Suzhou Industrial Park Design &Research Institute,Suzhou 215020,China

Received Date: 2011-10-20
Publish Date: 2012-05-20

Abstract

Abstract

Design methods about stainless beam-columns that are buckling about the axis of the bending in three typical stainless design codes,Code of America (SEI/ASCE 8-02),Eurocode (EN 1993-1-4: 2006) and Code of Japan (2002) are compared.A design method of beam-columns based on the Technical Code of Cold-Formed Thin- Wall Steel Structures (GB 500182002) and the previous research achievements in columns is proposed. Comparisons among three specifications and experiment results indicated that the calculated results by the proposed method have similar accuracy with those of these specifications and are conservative on average.Some improvements to this method in the future are given in the end.Conclusion can be used as a reference for the first version for stainless steel design code of China．
- stainless steel,
- beam-columns,
- in-plane stability,
- design method

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References(10)

References

郑宝锋. 不锈钢冷弯薄壁型钢轴心受压和偏心受压构件理论分析和试验研究[D]. 南京:东南大学，2010.

[2] GB 500182002 冷弯薄壁型钢结构技术规程[S].

[3] Tajia A. Test Report on Welded I and CHS Beams，Columns and Beam-Columns[R]. Report to ECSC. VTT Building Technology，Finland:1997.

[4] Tajia A，Salmi P. Design of Stainless Steel RHS Beams. Columns and Beam-Columns [R]. Research Note 1619. VTT Building Technology，Finland:1995.

[5] Eurocode 3. Design of Steel Structures-Part 1. 4: General Rules- Supplementary Rules for Stainless Steels[S]. European Committee for Standardization，ENV 1993-1-4，CEN，Brussels:2006.

[6] Greiner R，Kettler M. Interaction of Bending and Axial Compression of Stainless Steel Members[J]. J Construct Steel Res，2008，64(11):1217-1224.

[7] ASCE. Specification for the Design of Cold-Formed Stainless Steel Structural Members[S]. American Society of Civil Engineers，SEI/ASCE 8-02，Reston，Virginia:2002.

[8] AS/NZS. Australian/New Zealand Standard: Cold-Formed Stainless Steel Structures[S]. Sydney:2001.

[9] 日本不锈钢结构建筑协会设计基准编制委员会. 不锈钢建筑结构设计基准[S]. 2001.

[10] GB 500172003 钢结构设计规范[S].

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