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《Low Temperature Architecture Technology》 2006-01
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FINITE ELEMENT ANALYSIS OF DISTORTIONAL BUCKLING OF COLD-FORMED CHANNEL COLUMN

YE Qian,YAO Jian Department of Civil Engineering, Zhejiang University, Hangzhou 310027,China  
Thin-walled , cold-formed steel column tend to be local and distortional buckle. Between them local buckling has been considered in the GB50018-2002 specification , but distortional buckling has not been mentioned in the GB50018-2002 specification, which is quite common in practical use. This article analyses members having the same sections but with different length and load eccentricity and then consider influence of the geometric imperfection. The analysis results will be compared with experimental results.
【CateGory Index】: TU392.1
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【Citations】
Chinese Journal Full-text Database 2 Hits
1 CHEN Shaofan(Xi'an University of Architecture and Technology, Xi'an 710055, China);Local Interactive Bucking and Distortional Buckling of Lipped Channels[J];Journal of Building Structures;2002-01
2 Chen ]i (Xian University of Architecture & Technology);Direct Strength Method for the Design of Cold-Formed Lipped Channel Members[J];Progress in Steal Building Structures;2003-04
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 PENG Xiao-tong~1,LIN Chen~1,MAN Jie~2(1.Xi'an University of Architecture and Technology,Xi'an 710055,China;2.Ji'nan Iron & Steel Group Corporation,Ji'nan 250101,China);Development actuality of lightweight steel housing[J];Building Science Research of Sichuan;2005-06
2 AO Ling-yun(Northwest Electric Power Design Institute,Xian 710032,China);Application of Steel Sheeting in Building Cladding Construction in Power Plant[J];Electric Power Survey;2005-05
3 WANG Wen-hu, ZHANG Wen-yuan, ZHANG Yao-chun(School of Civil Engineering,Harbin Institute of Technology,Harbin 150090,China);IN-PLANE STABILITY PERFORMANCE OF PORTAL FRAME STRUCTURES WITH DIFFERENT RATIO OF DEPTH TO SPAN[J];Low Temperature Architecture Technology;2005-01
4 Ren Yuefen1 Ye Zhiming1,2 (1.Department of Civil Engineering, Shanghai University Shanghai 200072,China;2.Shanghai Institute of Applied Mathematics and Mechanics, Shanghai 200072,China);Influence on section parameters for the buckling behaviors of cold-formed channel sections[J];Housing Materials & Applications;2005-01
5 Chen Bin etal;The application of Radar and Rebar Locator in quality testing of the project[J];Fujian Construction Science & Technology;2004-03
6 Gong Changji(Fujian TianZheng Building Working-Drawing Examination Co.,Ltd. Fuzhou 350001);Problems in Design of Lightweight Steel Structures ——Part of examination notes on working drawings[J];Fujian Architecture & Construction;2005-02
7 YIN Hui-guang1,ZHANG Yue-feng2(1.Xuzhou institute of technology ,Xuzhou 221008,China; 2.China building standard desing & research academy, Beijing 100044,China );Design of thin-wall panal in cold-formed steel frame[J];Construction & Design for Project;2004-12
8 FAN Zhong, FAN Xue-wei, LIU Yan(China architecture design & research group, 100044 Beijing,China );Application Study of Welded Thin-Wall Box Section in Beijing National Stadium[J];Construction & Design for Project;2005-01
9 WANG Wen-feng,WANG Hai-zhong(College of architecture and civil engineering,Beijing university of technology,Beijing 100022,China);The Global Stability Analysis of Gable Portal Frame[J];Construction & Design for Project;2006-02
10 Shen Shi-yuan,Ge Xue-li,Zhu Li-xin,Yin Bao-jiang(China Academy of Building Research,Beijing 100013,China);The Analysis of Safety and Suggestion of Improvement about Building Assembled with Light-steel Structure[J];Earthquake Resistant Engineering and Retrofitting;2006-02
【Co-references】
Chinese Journal Full-text Database 7 Hits
1 Ren Yuefen1 Ye Zhiming1,2 (1.Department of Civil Engineering, Shanghai University Shanghai 200072,China;2.Shanghai Institute of Applied Mathematics and Mechanics, Shanghai 200072,China);Influence on section parameters for the buckling behaviors of cold-formed channel sections[J];Housing Materials & Applications;2005-01
2 Pan Jinglong;A Study on the Shear Behaviour of the Self- tappingScrew Connection[J];JOURNAL OF HARBIN UNIVERSITY OF CIVIL ENGINEERING AND ARCHITECTURE;1995-06
3 HUANG Chuan, CUI Jia, LONG Liping(College of Civil Engineering, Chongqing University, Chongqing 400045, P.R.China);Experiment and Analysis of Cold-formed Thin-walled C Steel Beam-to-Column Connections in Self-drilling[J];Journal of Chongqing Architecture University;2003-05
4 CHEN Shaofan(Xi'an University of Architecture and Technology, Xi'an 710055, China);Local Interactive Bucking and Distortional Buckling of Lipped Channels[J];Journal of Building Structures;2002-01
5 Chen ]i (Xian University of Architecture & Technology);Direct Strength Method for the Design of Cold-Formed Lipped Channel Members[J];Progress in Steal Building Structures;2003-04
6 ZHANG Zhao-yu,YAO jian (Department of Civil Engineering, Zhejiang University, Hangzhou 310027, China);Advances in Distortional Buckling Analysis of Cold-formed Steel[J];Bulletin of Science and Technology;2006-01
7 DONG Jun, XIA Bing qing, MA Hong,YU Xu (College of Civil Engineering, Nanjing University of Technology, Nanjing 210009, China);Researches on NAFC and LCFC plates and their screw connections with light-gauge steel members[J];Journal of Nanjing University;2002-05
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