CALCULATION OF STEEL-PIPE COLUMN BASE CONNECTION UNDER A COMBINATION LOADING OF COMPRESSION,SHEAR AND TWISTING

Jin Hui; Zhang Qilin; Xu Zhimin

doi:10.13204/j.gyjz200512023

Volume 35 Issue 12

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2005 > 35(12): 84-87

Hou Lina, Yao Qianfeng, Huang Wei, Jing Gang, Chen Guoxin. MULTI-OBJECTIVE OPTIMIZATION DESIGN METHOD OF MULTI-RIBBED COMPOSITE WALL BASED ON GA[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(10): 48-51. doi: 10.13204/j.gyjz200910013

Citation:

Jin Hui, Zhang Qilin, Xu Zhimin. CALCULATION OF STEEL-PIPE COLUMN BASE CONNECTION UNDER A COMBINATION LOADING OF COMPRESSION,SHEAR AND TWISTING[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(12): 84-87. doi: 10.13204/j.gyjz200512023

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CALCULATION OF STEEL-PIPE COLUMN BASE CONNECTION UNDER A COMBINATION LOADING OF COMPRESSION,SHEAR AND TWISTING

doi: 10.13204/j.gyjz200512023

1.
1. College of Civil Engineering,Southeast University Nanjing 210096;
2.
2. Department of Building Engineering,Tongji University Shanghai 200092;
3.
3. Xinxiang Tianfeng Steel Sheet Development Corporation Xinxiang 453000

Received Date: 2005-09-15
Publish Date: 2005-12-20

Abstract

Abstract

F-type steel-pipe column is often used for outdoor advertisement board and traffic sign.The wind load is the control load.The column base is under eccentric compression and shearing force.The bending moments of two axial directions and the twisting moment are large.Based on classical methods a design and calculation procedure are proposed for the base-plate and anchor bolts of steel-pipe column base connections, which is different from that of the profile steel column base.
- steel-pipe column,
- column base,
- base-plate,
- anchor bolt

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References(6)

References

[2] 童根树,吴光美.钢柱脚锚栓设计内力计算方法综述.建筑结构,2004(6):55～57

John Ch Ermopoulos,George N Stamatopoulos.Mathematical Modeling of Column Base Plate Connections.J.Construct.Steel Res.,1996,36(2):79～100

[3] 赵熙元.建筑钢结构设计手册.北京:冶金工业出版社,1995

[4] GB 50017-2003 钢结构设计规范

[5] 马人乐,柳胜华,姚金满.门式刚架轻型钢结构工业厂房柱脚抗剪试验研究与理论分析.建筑结构学报,2004,25(2):15～18

[6] 童根树,吴光美.钢柱脚单个锚栓的承载力设计.建筑结构,2004(2):10～14

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