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

Abstract

References

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

FullText(HTML)

References(5)

References

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.

Relative Articles

[1]	CHENG Wei. Experimental Research on Corrosion Characteristics of Steel Trestles in Marine Environment and Its Stability Bearing Capacity Analysis[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(2): 151-156,223. doi: 10.13204/j.gyjzG22050702
[2]	JIANG Haibo, LI Jiahang, LI Junsheng, CHEN Zhenkan, YE Jiazheng. Experimental Research on Mechanical Properties of RC Columns Confined with Self-Compacting and Micro-Expanding Concrete Filled Circular Steel Tube Under Axial Compression[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(2): 22-28,21. doi: 10.13204/j.gyjzG21032003
[3]	HUANG Shanshan, BAI Yang, GUO Tianyu, SUN Hailin, ZHU Lei. Experimental Studies on Axial Compression Capacity of CHS T-Joints Reinforced with External Stiffeners Under Load[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(3): 152-157,166. doi: 10.13204/j.gyjzG21013001
[4]	XU Man, LI Xiaoming, LIU Changyong, WEI Chenyang, WANG Qinghe. Analysis of Stability Bearing Capacity of Framework with Cuplok Brackets Under the Condition of Ground Frost Heave[J]. INDUSTRIAL CONSTRUCTION, 2022, 52(1): 108-115. doi: 10.13204/j.gyjzG21102107
[5]	Li Tiezhu. STUDY OF THE STABILITY BEARING CAPACITY OF CROSS-LAYER AND HEAVY-LOAD TRUSS STRUCTURE FOR DAQING RAILWAY STATION[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(05): 152-156.
[6]	Bao Hua. COMPARISON AND CALCULATION OF TUBULAR MULTI-PLANAR JOINTS BY DOMESTIC AND FOREIGN CODES[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(2): 125-128,138. doi: 10.13204/j.gyjz201202028
[7]	Hu Changming, Wang Jing, Guo Chengxi, Chen Hong. STUDY ON STABILITY FACTOR OF STEEL TUBE COUPLER SCAFFOLDS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(1): 11-14,18. doi: 10.13204/j.gyjz201101003
[8]	Hu Changming, Mei Yuan, Dong Pan, Zhang Xiaoyong. ANALYSIS AND STUDY ON THE BEARING CAPACITY REDUCTION FACTOR OF COUPLER TALL FALSEWORK[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(2): 12-16. doi: 10.13204/j.gyjz201002003
[9]	Hu Changming, Liu Hongliang, Zeng Fankui, Ge Zhaoshen, Yin Hongbing. RESEARCH ADVANCES FOR COUPLER IN RESEARCH ON STEEL TUBE TALL FALSEWORK[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(2): 1-6. doi: 10.13204/j.gyjz201002001
[10]	Shen Qin, Hu Changming, Che Jialing, Zeng Fankui, Yan Xin. NUMERICAL ANALYSIS OF THE IMPACT ERECTING PARAMETERS ON OVERALL STABILITY OF COUPLER STEEL TUBE FALSEWORK[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(2): 7-11. doi: 10.13204/j.gyjz201002002
[11]	Zeng Fankui, Hu Changming, Yan Xin, Dong Pan, Mei Yuan. EXPERIMENTAL STUDY ON STABILITY OF COUPLER STEEL TUBE FALSEWORK[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(2): 28-31. doi: 10.13204/j.gyjz201002007
[12]	Hu Changming, Che Jialing, Zhang Huazhen, Dong Pan. INFLUENCE OF SEMI-RIGID JOINT ON STABILITY CAPACITY OF COUPLER STEEL TUBE FALSEWORK[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(2): 20-23. doi: 10.13204/j.gyjz201002005
[13]	Qin Jianjian, Che Jialing, Dong Pan, Wang Jing, Zhang Jun. STABILITY ANALYSIS OF COUPLER STEEL TUBE FALSEWORK UNDER DOUBLE-DIRECTION LOAD[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(2): 47-50,54. doi: 10.13204/j.gyjz201002011
[14]	Zhang Qingfang, Zhang Qingli. DISCUSSION ON CODE FOR DESIGN OF STEEL STRUCTURES(GB50017—2003)[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(6): 36-38,73. doi: 10.13204/j.gyjz200906009
[15]	Chen Shaofan. REVIEW AND OUTLOOK FOR CODE FOR DESIGN OF STEEL STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(6): 1-4,12. doi: 10.13204/j.gyjz200906001
[16]	Guo Yanlin, Zhang Enuo. LATERAL STABILITY BEHAVIOR OF LIPPED H-SECTION BEAMS SUBJECTED TO MOMENTS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(9): 15-21. doi: 10.13204/j.gyjz200909003
[17]	Liu Tao, Guo Yanlin. DIRECT STRENGTH METHOD OF WELDED BOX-SECTION FOR PREDICTING ULTIMATE LOAD-CARRYING CAPACITY[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(9): 36-40. doi: 10.13204/j.gyjz200909007
[18]	Guo Yanlin, Zhang Enuo. LOAD-CARRYING CAPACITY OF LIPPED H-SECTION MEMBERS UNDER AXIAL LOAD[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(9): 7-14. doi: 10.13204/j.gyjz200909002
[19]	Guo Yanlin, Liu Tao. DIRECT STRENGTH METHOD OF ULTIMATE LOAD-CARRYING CAPACITY OF WELDED BOX-SECTION COLUMNS SUBJECTED TO LOCAL BUCKLING[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(9): 41-48. doi: 10.13204/j.gyjz200909008
[20]	Du Derun, Wang Xiuxin, Li Aiqun, Chen Lihua, Yin Baocai. CALCULATION OF AXIAL COMPRESSION CAPACITY FOR SRC COLUMNS WITH CIRCLE STEEL TUBE AND ANALYSIS OF RADIUS- THICKNESS RATIO[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(4): 91-94. doi: 10.13204/j.gyjz200504027