Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《Progress in Steal Building Structures》 2005-01
Add to Favorite Get Latest Update

Design of Anchor Bolts in Steel Column Bases

TONG Gen-shu , WU Guang-mei (Civil Engineering Department, Zhejiang University, Hangzhou 310027, China; DongHua Engineering Co. , Hefei 230000, China)  
The design methods of steel column bases used in various countries are reviewed. Load-carrying capacity of a single anchor bolt and failure modes are summarized. It is revealed that, in contrary to the current method used in China which does not allowed anchor bolts to resist shear, bolts are allowed to resist only shear force in Europe, and the design stress of anchor bolts is also too conservative in China. A new criterion for anchor bolt is suggested in this paper which represents a compromise between various methods. Various procedures to determine the tensile forces of anchor bolts in steel column bases used in various countries are summarized. Brief evaluation of each procedure is given based on the upper and lower bound theorems in theory of plasticity. A new simple method is recommended for design use.
【Key Words】: anchor bolt steel column column base
【CateGory Index】: TU391
Download(CAJ format) Download(PDF format)
CAJViewer7.0 supports all the CNKI file formats; AdobeReader only supports the PDF format.
【References】
Chinese Journal Full-text Database 1 Hits
1 RUI Bin,CHEN Xiang-yong,ZHANG Hua-ping(China Metallurgy Huatian Engineering and Technology Co.,Ltd.,Ma'anshan,Anhui 243005,China);Reinforcing Scheme for Column Base of Some Cast-iron Machine Based on Finite Element Method[J];Journal of Water Resources and Architectural Engineering;2010-06
【Citations】
Chinese Journal Full-text Database 1 Hits
1 Yu Anlin;Yong Yudong;Guo Zaitian;Dai XianYang, (Xian Institute of Metallurgy and Construction Engineering);RESEARCH ON BEHAVIOR OF SHEARING RESISTANCE IN STEEL COLUMN BASE(I)[J];Industrial Construction;1992-05
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 Li Weiping (Beijing Jiangong Jingjing-Dafang Engineering Construction Supervision Co. Beijing 100037) Yan XinbingYu Youyun (Beijing Building Construction Research Institute Beijing 100039)(Beijing Jiaotong University Beijing 100044);THEORETICAL ANALYSIS AND EXPERIMENTAL RESEARCH ON SHEARING BEHAVIOR OF STEEL COLUMN BASE[J];Steel Construction;2007-01
2 Sun Dongming Xia Junwu Jin Dayong (School of Architecture and Civil Engineering,China University of Mining and Technology Xuzhou 221008);EXPLORATION OF DESIGN OF COLUMN BASE FOR LIGHT-GAUGE STEEL BUILDING[J];Steel Construction;2007-02
3 Yu Anlin;Yong Yudong;Guo Zaitian;Dai Xianyang, (Xian Institute of Metallurgy and Construction Engineering);RESEARCH ON BEHAVIOR OF SHEARING RESISTANCE IN STEEL COLUMN BASE(Ⅱ)[J];Industrial Construction;1992-06
4 Zhu Hua(Department of Civil Engineering of YanCheng Institute of Technology 224051);Analysis on The Deformation of Simple Exposed Steel"Fixed" Column Base[J];Fujian Architecture & Construction;2009-11
5 Tong Genshu Wu Guangmei;Design of Bearing Capacity of Single Anchor Bolt for Steel Column Base[J];Building Structure;2004-02
6 Tong Genshu Wu Guangmei;Review of Calculation for the Tensile Forces of Anchor Bolts in Steel Column Bases[J];Building Structure;2004-06
7 Meng Fantao1,2 Zhao Jianfeng1 Ruan Xingqun2 Liu Xiaobo2(1.Qingdao Technological University,Qingdao 266033,China;2.Liaocheng Planning Architecture Design Institute,Liaocheng 252000,China);Effective length factor of overhanging column in considering column base rotation[J];China Civil Engineering Journal;2010-S2
8 LU Xue-song1,LEI Jin-song1,2,LI Hong-bi1,WANG Bin1(1.School of Civil Engineering and Architecture,Southwest University of Science and Technology,Mianyang 621010,China;2.College of Civil Engineering,Hunan University,Changsha 410082,China);Finite Element Analysis on Mechanical Properties of Steel Column Base[J];Journal of Huazhong University of Science and Technology(Urban Science Edition);2008-04
9 Li Weiping Liu Xijin Beijing university of civil engineering and architecture,beijing,100044;PROBING INTO COMPUTATIONAL METHOD ON SHEAR-CARRYING CAPACITY OF STEEL COLUMN BASE[J];China Science and Technology Information;2009-03
10 XIA Jun-wu1,WU Wei2,XIE Wei1(1.State Key Laboratory for Geomechanics and Deep Underground Engineering,School of Architecture & Civil Engineering,China University of Mining & Technology,Xuzhou,Jiangsu 221008,China;2.Nanjing Municipal Design and Research Institute Co.Ltd,Nanjing,Jiangsu 210018,China);Energy-Dissipation Experiment Research of Open Rigid Column Base Connection in Steel Structure[J];Journal of China University of Mining & Technology;2008-04
【Co-references】
Chinese Journal Full-text Database 10 Hits
1 ZONG Zhou-hong 1 ,CHE Hui-min 2 ( 1.College of Civil Engineering and Architectures ,Fuzhou University,Fjian Fuzhou 350002, China; 2.College of Civil Engineering, Southwest Jiaotong University,Sichuan Chengdu 610031; China);Experimental Study of Shear Connector under Static and Fatigue Loading[J];JOURNAL OF FUZHOU UNIVERSITY(NATURAL SCIENCES EDTION);1999-06
2 Cai Yiyan (Chinese Institute of Building Standard Design and Research Beijing 100044);MAJOR EFFORTS DEVOTED TO STRENGTHENING ASEISMIC PERFORMANCE OF STEEL FOOTINGS IN JAPAN[J];Steel Construction;2003-05
3 Jin Anhong (China Railway Turnout Bridge Inc.Baoji 721006);DESIGN AND FABRICATION OF THE STEEL-CONCRETE SECTION OF STEEL TO WERS FOR NO.3 NANJING YANGTZE RIVER BRIDGE[J];Steel Construction;2007-02
4 LU Yang1,CHEN Chang-jie2,YAO Bo 3(1.China Highway Engineering Consulting Company,Beijing 100089,China;2.Shandong Highway and Bridge Group Company,Jinan 276500,China;3.Transportation College,Southeast University,Nanjing 210096,China);Investigations on Deck Pavement Structures and Bridge Reinforcements for Steel Bridges Subject to Super-Heavy Loads[J];Highway;2008-05
5 Tian Junwei1,Zhen Gang1,Tang Guangwu1,Chen Jianghua1,2;Research on Static Load and Fatigue Test for Steel-concrete Connector Model on New Chongqing Shibanpo Yangtze River Bridge[J];Technology of Highway and Transport;2007-02
6 LIU Yu-qing(Department of Bridge Engineering,Tongji University,Shanghai 200092,China);Development of Design Technique for Joint Parts of Hybrid Girder[J];World Bridges;2005-04
7 LIU An-shuang,REN Guo-lei,MA Zhen-dong,LIU Xue-shan (T.Y.Lin International(Chongqing) Engineering Consultative Co.,Ltd.,Chongqing 401121,China);Design of Steel and Concrete Joint Parts of Main Arch Ring of Caiyuanba Changjiang River Bridge in Chongqing[J];World Bridges;2006-04
8 Yu Anlin;Yong Yudong;Guo Zaitian;Dai XianYang, (Xian Institute of Metallurgy and Construction Engineering);RESEARCH ON BEHAVIOR OF SHEARING RESISTANCE IN STEEL COLUMN BASE(I)[J];Industrial Construction;1992-05
9 Cheng Rong Wang Zhihao Shi Xiaoyan(Department of Civil Engineering,Tsinghua University Beijing 100084);APPLICATION OF REINFORCING RIBS IN LARGE W/T RATIO CONCRETE FILLED SQUARE STEEL TUBES[J];Industrial Construction;2008-01
10 Yu Anlin; YOng Yudong; Guo Zaitian(Xian Institut of Metallurgy & Construction Engineering);STUDY ON THE SHEARING RESISTANCE OF STEEL COLUMN BASE SUBJECET TO DIFFERENT M/V RATIO[J];;1994-01
【Secondary References】
Chinese Journal Full-text Database 1 Hits
1 YANG Jian,YIN Zhi-wen,CHEN Zhong-han(Provincial Key Laboratory of Structure Engineering,Jiangsu,SUST,Suzhou 215011,China);Experimental Study on Embedded Column Base under Monotonic Loading[J];Journal of University of Science and Technology of Suzhou(Engineering and Technology);2009-02
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved