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

Dong Baiping; Chen Yiyi

doi:10.13204/j.gyjz201001026

Volume 40 Issue 1

Dec. 2014

Turn off MathJax

Article Contents

Article Navigation > INDUSTRIAL CONSTRUCTION > 2010 > 40(1): 107-111,45

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

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

PDF( 0 KB)

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

doi: 10.13204/j.gyjz201001026

1.
School of Civil Engineering,Tongji University,Shanghai 200092,China

Received Date: 2009-09-25
Publish Date: 2010-01-20

Abstract

Abstract

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.
- circular steel tube,
- beam-column under biaxial bending,
- stable capacity,
- design code