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Volume 42 Issue 5
Dec.  2014
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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

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

doi: 10.13204/j.gyjz2011205006
  • Received Date: 2011-10-20
  • Publish Date: 2012-05-20
  • 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.
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