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《Engineering Mechanics》 2013-09
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FEM ANALYSIS OF THE HYSTERETIC BEHAVIOR OF INNOVATIVE HYBRID COUPLED WALL SYSTEM BASED ON DISPLACEMENT CONTROLLED MULTI-PIONTS LOADING

SHI Yun;SU Ming-zhou;Key Laboratory of Structural Engineering and Earthquake Resistance of China Ministry of Education,Xi'an University of Architecture and Technology;  
Based on the experimental results of hybrid coupled wall system with steel boundary elements,nonlinear finite element analysis was performed to simulate the overall process under cyclic loading with FEM program ABAQUS,in which geometric and material nonlinearities were taken into account.By using Python language,a displacement-controlled loading program was put forward with the given lateral force pattern.The comparison of analytical results with test ones reveals that they agree well in hysteretic curve,skeleton curve and energy dissipation.Based on the proposed model,parametric analysis was carried out to study the effect of coupling ratio,to propose a suitable value in high earthquake intensity area.The results reveal that when the axial compression ratio is equal to 0.2,the innovative system has excellent seismic performance with the coupling ratio of 45% to 60%,and the distribution of plastic hinges is reasonable,so it is suitable to be used in high seismic regions.
【Fund】: 国家自然科学基金项目(50878182);; 陕西省自然科学基金项目(SJ08E209)
【CateGory Index】: TU398.2
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【Citations】
Chinese Journal Full-text Database 5 Hits
1 HUANG Yu-li1,LU Xin-zheng2,YE Lie-ping2,SHI Wei2(1.Department of Civil and Environmental Engineering,University of California,Berkeley,CA 94720,US; 2.Department of Civil Engineering,Key Laboratory of Structural Engineering and Vibration of China Education Ministry, Tsinghua University,Beijing 100084,China);A PUSHOVER ANALYSIS ALGORITHM BASED ON MULTIPLE POINT CONSTRAINTS[J];Engineering Mechanics;2011-02
2 Zhang Jin~1,Wang Qingyang~(1,2),Hu Shouying~1,Wang Chuanjia~2(1 China Univ.of Petroleum,Beijing 102249,China;2 Shenzhen Electronics Design Inst.Co.,Ltd.,Shenzhen 518031,China);Parameters Verification of Concrete Damaged Plastic Model of ABAQUS[J];Building Structure;2008-08
3 GUAN Min-sheng1,2,DU Hong-biao3,JIANG Jing1,and HAN Da-jian21)Faculty of Civil and Transportation Engineering,Guangdong University of Technology,Guangzhou 510006 P.R.China2)School of Civil Engineering and Transportation,South China University of Technology,Guangzhou 510640 P.R.China3)College of Civil Engineering,Shenzhen University Shenzhen 518060 P.R.China;Pushover analysis on coupled shear wall with different patterns of coupling beam[J];Journal of Shenzhen University Science and Engineering;2009-04
4 Shi Yun Su Mingzhou Mei Xujiang Jiang Chunyun(The Key Laboratory of Structural Engineering and Earthquake Resistance of the Ministry of Education, Xi'an University of Architecture and Technology,Xi'an 710055,China);Experimental study on hysteretic behavior of innovative hybrid coupled wall system with high coupling ratio[J];China Civil Engineering Journal;2013-01
5 Zhang Xinghu Liu Yun Liu Xu (Dept. of Cons. Eng., Xi'an Univ. of Arch. & Tech., Xi'an, 710055);Control method of on line testing in the multi position loading[J];JOURNAL OF XI'AN UNIVERSITY OF ARCHITECTURE &TECHNOLOGY;1997-02
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 SI Bingjun~1,SUN Zhiguo~1,XIE Yongjie~2(1.State Key Lab.of Coastal and Offshore Eng.,Dalian University of Technology,Dalian 116024,China;2.Dalian MK Steel Building Co.,Ltd.,Dalian 116021,China);The application of ANSYS software to the bearing capacity analysis of unbonded prestressed concrete box girder[J];Sichuan Building Science;2006-06
2 MIAO Zhiwei1,LU Xinzheng1,WANG Zai2,HUANG Shengnan1,YE Lieping1(1.Department of Civil Engineering,Key Laboratory of Structural Engineering and Vibration of China Education Ministry,Tsinghua University,Beijing 100084,China;2.China Architecture Design & Research Group,Beijing 100044,China);Elasto-plastic analysis for a steel frame-core wall structure with an eccentric tube[J];Sichuan Building Science;2008-03
3 JIA Yingjie1,DING Yonggang2,YAO Qianfeng1(1.School of Civil Engineering and Architecture,Beijing Jiaotong University,Beijing100044,China;2.School of Civil Engineering and Architecture,Henan University of Technology,Zhengzhou450052,China);Application of diamond zone in N_u—M_u interaction diagram to distinguish the failure characteristic of compression RC members with eccentricity[J];Sichuan Building Science;2009-01
4 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
5 HE Chunlin,GONG Chengzhong(Huaiyin Institute of Technology,Huaian 223001,China);Simulation research on mechanics property of small concrete block using different concrete strength[J];Sichuan Building Science;2009-02
6 ZHU Jiejiang,ZHANG Xiaowei(Department of Civil Engineering,Shanghai University,Shanghai 200072,China);A study on the seismic behavior of shear wall with welded steel fabic[J];Sichuan Building Science;2010-04
7 CHEN Huailiang1,ZHANG Dachang2 (1.Nantong Textile Vocational Technology College,Nantong 226007,China;2.College of Civil Engineering,Nanjing University of Technology,Nanjing 210009,China);Numerical simulation on the thickness of high damping rubber layer built in plastic hinge[J];Sichuan Building Science;2010-06
8 QI Yongsheng1,2,ZHAO Fenghua2,ZHOU Junwen2(1.College of Civil Engineering,Hehai University,Nanjing 210098,China;2.Department of Civil Architecture,Changzhou Institute of Technology,Changzhou 213002,China);Stability research of column without beam in one direction in multistory frames[J];Sichuan Building Science;2011-01
9 LI Cui,CHE Yi,ZHONG Weiqiu(Faculty of Infrastructure Engineering,Dalian University of Technology,Dalian 116024,China);Nonlinear finite element analysis of reinforced concrete direct-shear tests[J];Sichuan Building Science;2011-03
10 CAO Huiling(China Construction Design International Co.,Ltd.,Shanghai 200433,China);Failure of local strength for shear-wall with cantilever beam[J];Sichuan Building Science;2011-06
China Proceedings of conference Full-text Database 10 Hits
1 PAN Yun-feng~(1,2),ZHENG Yu~1,YU Guo-you~1 (1.Department of Architectural Engineering,Dongguan University of Technology,Dongguan 523808,China; 2.Department of Civil Engineering,South China University of Technology,Guangzhou 510640,China);FINITE ELEMENT ANALYSIS OF PANEL CAPACITY IN FRP REINFORCED CONCRETE BRIDGE[A];[C];2011
2 Li Chenguang,Zhang Lili,Yang Jie (Beijing Building Construction Research Institute,Beijing Building Construction Design Institute);Study on the Flexural Behavior of Reinforced Concrete Beams Strengthened with Prestressed CFRP Laminates[A];[C];2011
3 Wencheng Jinl,Zhiqiang Tang2,l (1.School of Civil Engineering & Mechanics,Huazhong University of Science & Technology,Wuhan,Hubei,430074; 2.Hubei Key Laboratory of Control Structure,Huazhong University of Science & Technology,Wuhan,Hubei,430074);Development of High Fiber Content FRP Bars and Supporting Anchor[A];[C];2011
4 ;Separate Model Study and Application in Numerical Simulation of Blasting Demolishing Reinforced Concrete Chimney[A];[C];2008
5 LU Xin-zheng,ZHANG Yan-sheng,HE Shui-tao,LU Xiao (Department of Civil Engineering,Key Laboratory of Structural Engineering and Vibration of China Education Ministry,Tsinghua University,Beijing,100084);COLLISION BETWEEN OVER-HIGH TRUCKS AND BRIDGE SUPERSTRUCTURES:DAMAGE MECHANISM AND IMPACT LOADS[A];[C];2009
6 Wang Rongrong~1,Yang Jianjiang~1,CuiQiujun~2 (1 Department of Civil Engineering of Tianjin University China Tianjin 300072;2 Luoyang Petrochemical Eng.Corp.of SINOPEC China Henan 471003);Finite element analysis of concrete structures under impact loading[A];[C];2009
7 Jin Chun-fu~(1,2),Yan Shi~1,Niu Peng~3,Wang jian~1 (1.School of Civil Engineering,Shenyang Jianzhu University,Shenyang Liaoning 110168,China; 2.School of Civil and Hydraulic Engineering,Dalian University of Technology,Dalian Liaoning 116024; 3.Institute of Road and Bridge Engineering,Dalian Maritime University,Dalian Liaoning 116026,China);Non-linear Finite Element Analysis of Shear Resistance Behavior of Diagonal Section During NTR Construction[A];[C];2010
8 LIU Yu-meng,LUO Jian,HAO Shu-min(Beijing University of Civil Engineering and Architecture,BeiJing,100044,China);CONSIDER THE BENDING DEFORMATION OF THE CONCRETE TWO-WAY SLABS PUNCHING SHEAR CAPACITY CALCULATION AND ANALYSIS[A];[C];2012
9 XU Shan-hua,LI Yu-ru,YUAN Bo(School of Civil Eng.,Xi’an Univ.of Arch.& Tech.,Xi’an 710055,Chnia);FINITE ELEMENT ANALYSIS FOR SHEAR BEHAVIOR OF CORROSIVE REINFORCED CONCRETE FLEXURAL MUMBER[A];[C];2012
10 Sun Hailin, Ye Lieping, Lu Xinzheng (Department of Civil Engineering, Tsinghua University, Beijing 100084, China);Long Term Deformation Analysis of Shrinkage and Creep of Steel- Concrete Composite Beams[A];[C];2006
【Secondary Citations】
Chinese Journal Full-text Database 10 Hits
1 ZHONG Shusheng1,NI Zhong1,GOU Qingyuan2(1.Civil Engineering Department of Chongqing,Chongqing 400045,China;2.Chengdu Jizhunfangzhong Architectural Design Associates,Chengdu 610081,China);Experimental rescarch on the seismic behaviors and finite element analysis of frame-supported short-leg shear wall structure[J];Sichuan Building Science;2007-02
2 Xu Ling(Dept.of Architectonics Engineering);Design and Study on Steels in Coupling Beams of Coupled Shear Walls[J];JOURNAL OF ANSHAN INSTITUTE OF IRON AND STEEL TECHNOLOGY;1998-04
3 SU You po, LIU Ying li, WANG Shao jie(Earthquake Engineering Research Center of Hebei Province,Tangshan 063009,China );Experimental study of anti-seismic behavior of thin steel-plate shear walls[J];Earthquake Engineering and Engineering Vibration;2002-04
4 WEI De-min,WEN Pei-gang(South China University of Technology, Guangzhou 510640,China);Seismic response analyses of frame structure with slit steel shear walls[J];Earthquake Engineering and Engineering Vibration;2004-01
5 Wu Mingang~1, Lü Xilinji University,Shanghai 200092,China);Shaking table model test and theoretical analysis for seismic resistance of hybrid structures[J];Earthquake Engineering and Engineering Vibration;2004-06
6 Guan Minsheng,Du Hongbiao(Faculty of Construction,Guangdong University of Technology,Guangzhou 510640,China);Pushover analysis of effect of casting slab on RC frame structure[J];Earthquake Engineering and Engineering Vibration;2005-05
7 WANG Li,SU Ming-zhou,XU Ming,SONG An-liang(College of Civil Engineering,Xi'an University of Architecture & Technology,Xi'an,Shaanxi 710055,China);FEM Analysis on Hysteretic Behavior of Shear-critical Steel Coupling Beam-column Connection in Hybrid Coupled Shear Wall System[J];Journal of Water Resources and Architectural Engineering;2011-02
8 Miao Zhi-wei,Ma Qian-li,Ye Lie-ping,Lu Xin-zheng(MOE Key Lab of Structural Engineering and Vibration,Department of Civil Engineering,Tsinghua University,Beijing 100084,China);Study on the Accuracy and Applicability of the Pushover Analysis[J];Earthquake Resistant Engineering and Retrofitting;2008-01
9 Miao Zhi-wei,Ye Lie-ping,Lu Xin-zheng(Tsinghua University,Key Laboratory of Structural Engineering and Vibration of China Education Ministry,Beijing 100084,China);Nonlinear Static Analysis for Frame-shear-wall Structures[J];Earthquake Resistant Engineering and Retrofitting;2008-06
10 ZHAO Wen-hui, WANG Zhi-hao, YE Lie-ping (Civil Engineering Department, Tsinghua University, Beijing 100084);EXPERIMENTAL STUDY OF CONNECTORS IN DUAL FUNCTION SLITTED SHEAR WALLS[J];Engineering Mechanics;2001-01
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