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《Sichuan Building Science》 2006-01
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Study of load orientation of the least curvature ductility for RC arbitrarily inequiaxial special-shaped columns

CHEN Wei,ZHANG Xin-pei (The Instistute of Architecture and Environment,Sichuan University,Chengdu 610065,China)  
Based on the method of the nonlinear analysis of complete response process,the curvature ductility ratio for RC arbitrary inequiaxial T-shaped,L-shaped and "十"shaped columns subjected to 792 load conditions is calculated.On the basis of calculation results,the factors influencing the worst load orientation are analyzed and load orientation of the least curvature ductility of three kinds of sections is presented.
【CateGory Index】: TU375.3
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【References】
Chinese Journal Full-text Database 3 Hits
1 LI Yong-hua1 ,3,GUI Guo-qing 2,3,LIANG An-ning 4,LI Si-ming 1 (1.School of Civil Engineering,Tongji University,Shanghai 200092,China;2.Jinggangshan University,Ji’an,Jiangxi 343009,China; 3.School of Architecture and Civil Engineering,Nanchang University,Nanchang,Jiangxi 330029,China; 4.Jiangxi Province Communication Design Institute,Nanchang,Jiangxi 330002,China);STUDY ON AXIAL COMPRESSION RATIOS AND STIRRUP CHARACTERISTIC VALUES OF RC INEQUIAXIAL SPECIALLY SHAPED COLUMNS[J];Engineering Mechanics;2008-07
2 KONG Xiangya1,SHEN Dongjian1,KONG Xiangsong2(1.Hebei Institute of Architectural Desigh & Research Co.,LTD.,Baoding 071001,China;2.China University of Mining and Technology,Beijing 100083,China);Effect of axial compression ratio to ductility of T-shaped components[J];Sichuan Building Science;2010-01
3 ZHANG Xin-pei,CHEN Wei,ZHANG Yi (School of Architecture and Environment,Sichuan Univ.,Chengdu 610065,China);Analysis of Curvature Ductility Ratio for the Cross-section of R.C Inequiaxial Special-shaped Columns[J];Journal of Sichuan University(Engineering Science Edition);2006-04
【Citations】
Chinese Journal Full-text Database 5 Hits
1 Zhao Yanjing Chen Yunxia Wang Lingyong;Theoritical Research on Ductile Behavior of Arbitarily Shaped R.C.Columns Subjected to Biaxially Eccentric Loading[J];Building Structure;1999-01
2 He Peiling Zhao Yanjing Wang Zhenwu;Research on Ductility of R.C.Columns with +-shaped Section Subjected to Biaxial Bending and Compression[J];Building Structure;1999-01
3 Cao Wanlin(Hebei University of Technology)Tian Baofa;Yin Entai;Gao Shujun(Cangzhou Institute of Building Besign);A SUMMARY OF NONLINEAR ANALYSIS IN FULL PATH ON SPECIAL-SHAPED REINFORCED CONCRETE COLUMNS[J];WORLD INFORMATION ON EARTHQUAKE ENGINEERING;1996-04
4 ZHOU Jian zhong 1, LU Chun yang 2, SU Yi sheng 2, ZHAO Hong tie 1(1. School. of Civil. Eng., Xi'an Univ. of Arch. & Tech., Xi'an 710055, China; 2. Insti. of Civil Eng., Guangxi Univ., Nanning 530004, China);Experimental research on strength of arbitrarily inequiaxial L-shaped R.C.columns[J];Journal of Xi'an University of Architecture &technology;2001-01
5 ZHOU Jian zhong 1,LU Chun yang 2,SU Yi sheng 2,ZHAO Hong tie 1(1.School.of Civil.Eng.,Xi'an Univ.of Arch.& Tech.,Xi'an 710055,China; 2.Inst.of Civil Eng.,Guangxi Univ.,Nanning 530004 ,China);Theoretical research on strength of arbitrarily inequiaxial L-shaped R.C. columns[J];Journal of Xi'an University of Architecture &technology;2001-02
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 CHEN Kai-feng,ZHANG Xin-pei,LEI Chang-xiang(Sichuan Architectural Vocational and Technical College,Deyang 618000,China);Study the worst loaded angle of RC T-shaped columns with thick leg[J];Building Science Research of Sichuan;2005-04
2 CHEN Kai-feng,ZHANG Xin-pei,LEI Chang-xiang(Sichuan Architectural Vocational and Technical College,Deyang 618000,China);Ductility analysis of RC T-shaped columns with thick leg[J];Building Science Research of Sichuan;2005-04
3 ZHAN Fengcheng,WANG Min(Northwest A&F University,Yangling 712100,China);Study of the limit value of axial compression ratio in designing structural systems with special-shaped column[J];Sichuan Building Science;2006-06
4 GAN Fei 1, YE Xian-guo 2, WEI Chang-jun 2 (1.Branch of Transformer Substation, China Powerengineering Consulting Group Corporation, Beijing 100011, China;2.School of Civil Engineering, Hefei University of Technology, Hefei 230009, China);Research on nonlinear full-range analysis methods of z-shaped R.C. Columns[J];Journal of Anhui Institute of Architecture;2005-01
5 WU Chun-ping1,XU You-an2(Hefei university of technology Steel companies anhui hefei 230009);The Application and Analysis of Special-shaped Column Frame in Engineering[J];Journal of Anhui Institute of Architecture & Industry(Natural Science);2008-02
6 Ye Qian(School of Civil Engineering,Hefei University of Technology,Hefei 230009,China);Structural Design of Concrete Special-shaped Column[J];Anhui Architecture;2007-03
7 Jiao Junting Diao Bo Ye Yinghua Li Shuchun (Dept.of Civil Engineering,Beijing University of Aeronautics and Astronautics,Beijing 100083,China);Bearing capacity and ductility of reinforced concrete columns with Z-shaped cross-section[J];Journal of Beijing University of Aeronautics and Astronautics;2007-01
8 SHEN Dong jian, MENG Bao yan, DU Xi kai (College of Urban & Rural Construction, Agricultural University of Hebei, Baoding 071001,China);A theoretical research of Z shaped reinforced concrete columns subjected to eccentric loading[J];Journal of Agricultural University of Hebei;2000-04
9 HUANG Cheng kui, WANG Dan, CUI Bo ( School of Civil Eng. & Archit., Dalian Univ. of Technol., Dalian 116024, China );Study of ultimate axial compression ratio for specially-shaped columns[J];Journal of Dalian University of Technology;2002-02
10 Miao Pinzhang (Fujian Post&Telecom Project - Design Institute);The Special-shaped R. C. Columns in Dwelling House[J];FUJIAN ARCHITECTURE & CONSTRUCTION;1999-04
China Proceedings of conference Full-text Database 2 Hits
1 Wang Lai, Wang Qi, Yin Yanxia ( College of civil engineering and architecture, Shandong University of Science and Technology, Qingdao, 266510 );Study on Performance of Concrete-filled + Shaped Tubular Steel Stub Column under Axial Compression Load[A];[C];2006
2 Gan Gang , Cao Yunzhong , Wu jie , Tang Jinchun (Architectural Design and Research Institute, Zhejiang University, Hangzhou 310027, China; College of Civil Engineering and Architecture, Zhejiang University, Hangzhou 310027, China);Comparison on Aseismic Performance of 3D-frame with Special-section Column and 3D-frame with Rectangular-section Column[A];[C];2006
【Co-references】
Chinese Journal Full-text Database 10 Hits
1 XIAO Fang 1,HE Fang long 2(1.Guangdong Communications Technology Institute,Guangzhou 510650,China; 2.Inst.of Structural Engineering,Hunan University,Changsha 410082,China);Analysis of R.C.special-shaped columns subjected to biaxially eccentric load[J];Building Science Research of Sichuan;2002-01
2 YU Shi-bo(Sichuan Institute of Building Research,Chengdu 610081,China);Analysis of design of reinforced concrete structures with special-shaped columns[J];Sichuan Building Science;2006-02
3 XIA Tao,ZHANG Xin-pei(College of Architecture and Environment,Sichuan University,Chengdu 610065,China);The β-ball sampling of Monte-Carlo simulation on the reliability of load-carrying capacity of special-shaped column's normal section[J];Sichuan Building Science;2006-04
4 WANG Tiecheng,ZHANG Xuehui(College of Civil Engineering,Tianjin University,Tianjin 300072,China);Experiment research on seismic behavior of specially-shaped column frame[J];Sichuan Building Science;2006-05
5 Cao Wanlin; Dong Hongying; Liu Chunyan; Zhang Jianwei; Shi Yilei (College of Architecture and Civil Engineering, Beijing Polytechnic University, Beijing 100022 );Comparison of the Aseismic Behaviors of R.C. Frame with Bracings and the shear wan with Hidden. Bracings[J];Journal of Beijing Polytechnic University;2001-01
6 WANG Wen-yuan 1,2 ,WANG Sen-lin2,LI L i-hua2 (1. School of Civil Engineering, Tianjin University, Tianjin 30 0072, China; 2. Architectural Design Institute, Agricultural University of Hebei, Baodi ng 071001,China);The influence of shear-span ratio on the behavior of special-shaped columns[J];Journal of Agricultural University of Hebei;2001-04
7 Cao Wanlin Wang Guangyuan Ou Jinping(Harbin Umiversity of Architecture and Engineering)Wu Jianyou Wei Wenxiang(Hebei Institute of Technology);STUDY ON EARTHQUAKE RESISTANT DESIGN OF THE FRAME WITH SPECIAL SHAPED REINFORCED CONCRETE COLUMN[J];Earthquake Engineering and Engineering Vibration;1994-01
8 Cao Wanlin Wang Guangyuan Ou Jinping(Harbin University of Architecture and Engineering)Wei Wenxiang Wu Jianyou(Hebei Institute of Technology);BEHAVIORS OF R. C. " + " SHAPE COLUMNS UNDER CYCLIC LOADING[J];Earthquake Engineering and Engineering Vibration;1994-03
9 Yang Yucheng,Huang Haohua,Sun Jingjiang (Institute of Engineering Mechanics,State Seismological Bureau,Harbin 150080,China) Lu Xilei (Tianjin Institute of Construction Material Design,Tianjin 300000 ,China);SHAKING TABLE TEST STUDY OF RC FRAME MODEL WITH HETERO-COLUMNS AND DIAGONAL BRACES[J];Earthquake Engineering and Engineering Vibration;1995-01
10 Cao Wanlin (Hebei Institute of Technology,Hebei 300132,China) Wang Guangyuan (Harbin University of Architecture and Engineering,Harbin 150006,China) Wu Jianyou Wei Wenxiang (Hebei Institute of Technology,Hebei 300132,China);BEHAVIOR OF "L" SHAPE COLUMN UNDER DIFFERENT DIRECTIONAL CYCLIC LOADING[J];Earthquake Engineering and Engineering Vibration;1995-01
【Secondary References】
Chinese Journal Full-text Database 4 Hits
1 KONG Xiangya1,SHEN Dongjian1,KONG Xiangsong2(1.Hebei Institute of Architectural Desigh & Research Co.,LTD.,Baoding 071001,China;2.China University of Mining and Technology,Beijing 100083,China);Effect of axial compression ratio to ductility of T-shaped components[J];Sichuan Building Science;2010-01
2 XIONG Jin-gang,JIN Kun-wei(School of Architectural Engineering,Nanchang University,Nanchang 330031,China);Research on Appropriate Stiffness Ratio of Transfer Girder to Bottom Column[J];Journal of Nanchang University(Engineering & Technology);2009-02
3 XIONG Jin-gang,JIN Kun-wei (School of Architectural Engineering,Nanchang University,Nanchang 330031,China);Analysis of Special-shaped Columns Structures with Reduced Columns and Transfer Story at the Bottom[J];Journal of Nanchang University(Engineering & Technology);2009-03
4 SONG Jialu,ZHANG Yi,ZHANG Xinpei,GAO Shaobo(The Institute of Architecture and Environment,Sichuan University,Chengdu 610065,China);Effect of concrete casing thickness on ductility of equi-limb specially shaped columns[J];World Earthquake Engineering;2009-01
【Secondary Citations】
Chinese Journal Full-text Database 10 Hits
1 Cao Wanlin Wang Guangyuan Ou Jinping(Harbin University of Architecture and Engineering)Wei Wenxiang Wu Jianyou(Hebei Institute of Technology);BEHAVIORS OF R. C. " + " SHAPE COLUMNS UNDER CYCLIC LOADING[J];Earthquake Engineering and Engineering Vibration;1994-03
2 Cao Wanlin (Hebei Institute of Technology,Hebei 300132,China) Wang Guangyuan (Harbin University of Architecture and Engineering,Harbin 150006,China) Wu Jianyou Wei Wenxiang (Hebei Institute of Technology,Hebei 300132,China);BEHAVIOR OF "L" SHAPE COLUMN UNDER DIFFERENT DIRECTIONAL CYCLIC LOADING[J];Earthquake Engineering and Engineering Vibration;1995-01
3 Cao Wanlin (Hebei University of Technology,Tianjin 300132,China) Wang Guangyuan (Harbin University of Architecture and Engineering,Harbin 150006,China) Wei Wenxiang Wu Jianyou (Hebei University of Technology,Tianjin 300132,China);BEHAVIOR OF T-SHAPED COLUMN UNDER DIFFERENT DIRECTIONAL CYCLIC LOADING[J];Earthquake Engineering and Engineering Vibration;1995-04
4 Zhao Yanjing Chen Yunxia Wang Lingyong;Theoritical Research on Ductile Behavior of Arbitarily Shaped R.C.Columns Subjected to Biaxially Eccentric Loading[J];Building Structure;1999-01
5 Cao Zutong, Chen Yunxia, Wang Lingyong, Yao Shiliang ( Tianjin University );Study on Strength, Ductility and Hysteretic Behavior of Reinforced Ceramsite Concrete Members Subjected to Axial Load and Flexure.[J];Journal of Building Structures;1988-06
6 Cao Wanlin(Hebei Institute of Technology)Pang Guoxin(Langfang Architectural Design Institute)Shi YujunHebei Province Construction Committee);NONLINEAR ANALYSIS OF R. C. CROSS SHAPE COLUMN[J];World Information On Earthquake Engineering;1995-03
7 Cao Wanlin(Hchci University of Technology)Yin Entai Tian Baofa Gao Shujun(Cangzhou Institute of Building Design);NONLINEAR ANALYSIS OF L-SHAPED REINFORCED CONCRETE COLUMNS[J];World Information On Earthquake Engineering;1995-04
8 Cao Wanlin (Hebei University of Technology) Gao Shujun Tian Baofa Yin Entai (Cangzhou Institute of Building Design);NONLINEAR ANALYSIS OF T-SHAPED REINFORCED CONCRETE COLUMNS[J];World Information On Earthquake Engineering;1996-01
9 ZHOU Jian zhong 1, LU Chun yang 2, SU Yi sheng 2, ZHAO Hong tie 1(1. School. of Civil. Eng., Xi'an Univ. of Arch. & Tech., Xi'an 710055, China; 2. Insti. of Civil Eng., Guangxi Univ., Nanning 530004, China);Experimental research on strength of arbitrarily inequiaxial L-shaped R.C.columns[J];Journal of Xi'an University of Architecture &technology;2001-01
10 ZHOU Jian zhong 1,LU Chun yang 2,SU Yi sheng 2,ZHAO Hong tie 1(1.School.of Civil.Eng.,Xi'an Univ.of Arch.& Tech.,Xi'an 710055,China; 2.Inst.of Civil Eng.,Guangxi Univ.,Nanning 530004 ,China);Theoretical research on strength of arbitrarily inequiaxial L-shaped R.C. columns[J];Journal of Xi'an University of Architecture &technology;2001-02
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