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

Turn off MathJax

Article Contents

Abstract

References

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

SHEN Tong, XU Haixiang, YANG Xinguang, SONG Zhengfeng, LIU Kai, ZHAO He, ZHANG Haiming. DISPLACEMENT ANALYSIS FOR STRUCTURAL INTEGRITY TEST OF CONTAINMENT OF HPR1000 NUCLEAR POWER PLANT[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(12): 1-6. doi: 10.13204/j.gyjzG21120605

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

Citation:

PDF( 0 KB)

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

FullText(HTML)

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

Relative Articles

[1]	YANG Shiwen, LIU Shuang, YU Yang, ZHANG Tianming. Experimental Study on Wind Resistance of Metal Roof in Hangzhou-Shaoxing-Taizhou Railway Station[J]. INDUSTRIAL CONSTRUCTION, 2023, 53(12): 152-156. doi: 10.13204/j.gyjzG22112104
[2]	HU Ruiyu, WANG Jinsen, WANG Yue. APPLICATION OF R130 STRONG WIND RESISTANT ROOF SYSTEM IN REINFORCEMENT ENGINEERING OF NUCLEAR POWER PLANT[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(12): 123-128. doi: 10.13204/j.gyjzG21121504
[3]	HUANG Hong, FANG Xu, CHEN Jie, CHEN Youquan, SUN Wei. EXPERIMENTAL STUDY OF WIND UPLIFT RESISTANCE ON METAL ROOF PANELS WITH STANDING SEAM SYSTEMS AT CHANGBEI AIRPORT[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(3): 110-114. doi: 10.13204/j.gyjzG19112010
[4]	YI Guixiang, DUAN Weiyang, WANG Yue, SHI Xiajie, LI Jiaxing. PERFORMANCE ANALYSIS OF IMPROVEMENT PROFILED STEEL SHEET ROOFS WITH STANDING SEAM 360 PANELS AGAINST SUPER TYPHOONS BASED ON WIND-UPLIFT RESISTANCE TESTS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(12): 79-83. doi: 10.13204/j.gyjzG21120604
[5]	LIU Meijing, WU Qixun, ZHOU Hang, DING Runmin, FAN Shenggang. EXPERIMENTAL RESEARCH ON REINFORCEMENT METHOD AND BEARING CAPACITY OF STEEL PURLINS ON ROOFS OF LIGHT-GAUGE STEEL PLANTS[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(11): 186-194. doi: 10.13204/j.gyjzG21021802
[6]	ZHAN Shuwen, CAI Rui. ANALYSIS AND EXPERIMENTAL RESEARCH ON WIND-UPLIFT RESISTANCE OF BUCKLED ROOF ENCLOSURE SYSTEM BEFORE AND AFTER REINFORCEMENT[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(12): 90-95,122. doi: 10.13204/j.gyjzG21120602
[7]	GAO Tao, DUAN Weiyang, LI Xiaodong, YI Guixiang. RESEARCH ON WIND-UPLIFT RESISTANCE TEST AND REINFORCEMENT METHOD OF CONCEALED FASTENER METAL ROOFING PANEL[J]. INDUSTRIAL CONSTRUCTION, 2021, 51(12): 96-101. doi: 10.13204/j.gyjzG21101112
[11]	Huang Wei, Wu Yaohua. THE MAIN EXISTING PROBLEMS AND ANALYSIS OF ENGINEERING APPLICATIONS FOR METAL ROOFING IN CHINA[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(6): 150-156. doi: 10.13204/j.gyjz201306031
[12]	Ding Yahong, Zhang Meixiang. SUMMARY ON REINFORCING METHODS FOR CONCRETE STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(2): 139-143,91. doi: 10.13204/j.gyjz201202031
[13]	Wei Yun-bo, Hou Zhao-xin, Zhang Jian-jun, Liu Hao, Peng Tie-hong. THE STUDY ON MAINTENANCE SYSTEM DESIGN AND WIND TEST OF STEEL ROOF OF SINGAPORE UNIVERSAL STUDIO PROJECT[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(9): 34-38. doi: 10.13204/j.gyjz201209008
[14]	Qiu Quan, Xu Ning, Ren Guoliang. INTEGRATED APPLICATION OF NEW TECHNOLOGIES IN THE PROFILED DOUBLE-LAYER METAL ROOF SYSTEM[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(2): 135-137,127. doi: 10.13204/j.gyjz201002032
[15]	Hong Zhoufei, Sun Jigang, Huang Wei. HYPERBOLOID METAL ROOF SYSTEM OF GYMNASIUM IN BEIJING INSIFUTE OF TECHNOLOGY[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(10): 21-24,49. doi: 10.13204/j.gyjz200710007
[16]	Li Yu, Wang She-liang, Zhao Xiang, Zheng Jun, Zhang Hao. ANALYSIS OF SEISMIC PROPERTIES OF AN ANCIENT TOWER BEFORE AND AFTER STRENGTHENING WITH CFRP[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(6): 104-106,116. doi: 10.13204/j.gyjz200606028