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《Sichuan Building Science》 2013-04
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Seismic performance experimental research on assembled monolithic reinforced concrete column with local outsourcing steel pipe under the condition of high axial compression ratio

WANG Peng1,2,LI Qingning2,JIANG Weishan2,ZHANG Xinghu2,PAN Shubin3(1.Northwest Institute for Design and Researsh,Xi'an 710082,China;2.Xi'an University of Architecture and Technology,Xi'an 710055,China;3.Hebei Hechuang Building Energy Efficiency Technology Co.,Ltd.,Tianjing 300000,China)  
In order to research the local outsourcing steel tube assembly and high strength concrete column spiral stirrups anti-seismic performance,three full scale design of the local steel tube column specimens assembly and outsourcing and a full scale of high strength steel spiral stirrups cast-in-site column specimens contrast,the pseudo-static experiment.Through the low cyclic loading test specimens of the hysteresis curve,skeleton curves,the specimens in the big axial compression ratio of the failure pattern,elastic-plastic deformation ability,analysis the integrity of the nodes connected by column and reliability.
【CateGory Index】: TU398.9;TU352.11
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【Citations】
Chinese Journal Full-text Database 1 Hits
1 NIE Jian-guo1,2,QIN Kai1,2,XIAO Yan3(1.Department of Civil Engineering,Tsinghua University,Beijing 100084,China;2.Key Laboratory of Structural Engineering and Vibration of China Education Ministry,Tsinghua University,Beijing 100084,China;3.Department of Civil Engineering,University of Southern California,Los Angeles,CA 90089,U.S.);EXPERIMENTAL INVESTIGATION AND NONLINEAR FINITE ELEMENT ANALYSIS ON THE BEHAVIOR OF CONCRETE-FILLED SQUARE STEEL TUBULAR COLUMN CONNECTIONS[J];Engineering Mechanics;2006-11
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 YU Zhong(Hunan Institute of Technology,Hengyang 421008,China);Design and analysis of the waterproof the whirling pool undergrand in the collapsible loess[J];Building Science Research of Sichuan;2005-05
2 YANG Yanke,CHEN Hui,SONG Dengfu,PAN Shaowei,YE Yuezhong,LI Guhua(School of Civil Engineering,Southwest Jiaotong University,Chengdu 610031,China);Grouting material and technology of bridge crack[J];Sichuan Building Science;2008-03
3 LIU Xiaohong (Luoyang College Institute of Science and Technology,Luoyang 471003,China);The calculation of bias distance increasing coefficient η of lightweight aggregate concrete pressure bearing elements[J];Sichuan Building Science;2008-05
4 YU Qiubo1,2,LIU Lixin1,XIE Lili2,HU Dandan 1,FENG Hui2(1.School of Civil Engineering,Zhengzhou University,Zhengzhou450002,China;2.Synthetical Design and Research Academy of Zhengzhou University,Zhengzhou450002,China);Experimental research of the pre-stressed concrete structure behavior with HRB500 steel bars[J];Sichuan Building Science;2009-01
5 LIN Yixiang,ZHENG Tingyin,CAI Wanjun,CHEN Zhijun(College of Civil Engineering,Nanjing University of Technology,Nanjing 210009,China);Nonlinear finite element analysis of the honeycomb-typed SRC asymmetrical cross-shaped columns[J];Sichuan Building Science;2009-02
6 GUAN Pinwu1,GUO Haifeng1,LEI Shifa2(1.School of Civil Engineering,Zhengzhou University,Zhengzhou 450002,China;2.Henan Xinpu Building Group Co.,Ltd,Henan,Zhengzhou 450000,China);Experimental investigation on failing modes of the yield hinge region in the HRB500 frame columns[J];Sichuan Building Science;2009-05
7 LIU Xiaohong 1,LI Hongfang 1,LEI Guangyu 2 (1.Luoyang Institute of Science and Technology,Luoyang 471023,China; 2.Changsha University of Science and Technology,Changsha 410076,China);Application of M-N correlation curves to the calculation of a section of lightweight aggregate concrete circular section members under eccentric loads[J];Sichuan Building Science;2009-06
8 XUE Gang 1,ZHANG Xiaobin2,LI Fengge1(1.School of Architecture and Civil Engineering,Inner Mongolia University of Science and Technology,Baotou 014010,China;2.School of Science,Inner Mongolia University of Science and Technology,Baotou 014010,China);Analysis on the flexual capacity of the damage beams[J];Sichuan Building Science;2010-03
9 WANG Yan1,WANG Mingping1,GENG Shujiang2,YANG Yongxin2(1.College of Civil Engineering,Qingdao Technological University,Qingdao 266033,China;2.Central Research Institute of Building and Construction of MCC Group,Beijing 100088,China);Experimental study on compressive behavior of reinforced concrete axially loaded members with 500MPa fine grained bars[J];Sichuan Building Science;2010-04
10 SU Jun,BI Hui,DOU Jun(Department of Civil Engineering,Hubei University of Technology,Wuhan 430068,China);FEM analysis of mechanical behavior of concrete square columns confined with CFRP under axial loading[J];Sichuan Building Science;2010-04
China Proceedings of conference Full-text Database 10 Hits
1 ChenChao Jin Lingzhi Xie Dan (College of Civil Engineering,Guilin University of Technology,Guilin 541004,China);BRIEF ANALYSIS OF FLEXURAL BEHAVIOR OF PRESTRESSED RPC SIMPLE BEAM[A];[C];2011
2 YAN Zhi-xin1,2,YE Zhen-hui1,2,LIU Pei-lin1,2(1.Key Laboratory of Western Chinas Environmental Systems,Ministry of Education,Lanzhou 730000,China;2.College of Civil Engineering and Mechanics,Lanzhou University,Lanzhou 730000,China);Research of Broke-Down Process of Reinforced Concrete Chimney Blasting Demolition[A];[C];2010
3 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
4 Wang Lai, Ma Yunliang, Yin Yanxia ( College of civil engineering and architecture, Shandong university of science and technology,Qingdao, 266510 );Study on Performance of L Shape Concrete Filled Steel Tube Column under Axial Compressive Load[A];[C];2006
5 Zhang Ting Xiao Yaming (School of Civil Engineering,Hefei University of Technology,Hefei 230009,China);Analysis on Seismic Behavior of Connections to Concrete-filled Square Steel Tubular Columns with Three Edges Welded Interior Diaphragm[A];[C];2010
6 WANG Xiao-chu1,2,LIU Hong-tao1,ZHOU Le1,2(1.Shenyang University,Liaoning,Shenyang 110044,China;2.The Key Laboratory of Geoenvironmental Engineering,Liaoning,Shenyang 110044,China);EXPERIMENTAL RESEARCH ON MECHANICAL BEHAVIOR AND FAILURE MODE OF CARBON FIBER REFORCED CONCRETE[A];[C];2012
7 Xiong Guangjing Yang Qifei (Shantou University Shantou 515063);A Rational and Simple Method for Calculating Peeling-off Stress in Concrete Cover of Midspan of FRP Strengthening RC Beams[A];[C];2005
8 Dai Yaping , Zhao Hongkang , Wu Jing , Zhao Jin (Suzhou Institute of Architecture Design Co. , Ltd, Suzhou 215002, China;College of Civil Engineering, Southeast University, Nanjing 210096, China);Design and Test of PRC Transfer-short Beam on Suzhou Zhongyin Huilong Mansion[A];[C];2006
9 Lu Xiaozhe, Zhang Yaochun, Xu Chao (School of Civil Engineering, Harbin Institute of Technology, Harbin 150090, China);Experimental Study on Hysteretic Behavior of Square Concrete-filled Thin-walled Steel Tubular Column with Internally Longitudinal Stiffeners[A];[C];2006
10 Ye Lieping, Lin Xuchuan, Feng Peng,(Department of Civil Engineering, Tsinghua University, Beijing, 100084,China);Economic Analysis of the Safety Degree of Reinforced Concrete Beams[A];[C];2006
【Secondary Citations】
Chinese Journal Full-text Database 1 Hits
1 Cai Shaohuai (China Academy of Building Research);RECENT DEVELOPMENT OF STEEL TUBE-CONFINED CONCRETE STRUCTURES IN CHINA[J];;1999-04
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