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Volume 40 Issue 1
Dec.  2014
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Article Contents
Dong Baiping, Chen Yiyi. STABILITY CAPACITY CALCULATION OF CIRCULAR STEEL TUBE BEAM-COLUMNS UNDER BIAXIAL BENDING[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(1): 107-111,45. doi: 10.13204/j.gyjz201001026
Citation: Dong Baiping, Chen Yiyi. STABILITY CAPACITY CALCULATION OF CIRCULAR STEEL TUBE BEAM-COLUMNS UNDER BIAXIAL BENDING[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(1): 107-111,45. doi: 10.13204/j.gyjz201001026

STABILITY CAPACITY CALCULATION OF CIRCULAR STEEL TUBE BEAM-COLUMNS UNDER BIAXIAL BENDING

doi: 10.13204/j.gyjz201001026
  • Received Date: 2009-09-25
  • Publish Date: 2010-01-20
  • By ANSYS program analysis,stability capacity was computed for circular tube beam-columns under axial compressive force and various biaxial end-moments with different distributions.The comparison of numerical results with the interaction formula in current design code GB 500172003 shows relative big errors.An improvement is presented,and the proposed interaction formula can be applicabe with high accuracy.
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  • GB 500172003钢结构设计规范[S].
    [2] 董柏平.圆钢管双向压弯稳定承载力分析[D].上海:同济大学,2009.
    [3] 陈骥.钢结构稳定理论与设计[M].3版.北京:科学出版社,2003.
    [4] ChenW F.梁柱分析与设计(第一卷平面问题特性及设计)[M].北京:人民交通出版社,1997.
    [5] Austin W J. Strength and Design of Metal Beam-Columns[J].Journal of Structural DivisionASCE,1961,87(ST4):1-32.
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