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《Earthquake Engineering and Engineering Vibration》 2005-01
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Experimental study on seismic performance of RC coupled shear wall with concealed bracings in different span-height-ratio of lintel beam

Dong Hongying~1, Cao Wanlin~1, Hu Guozhen~2, Tian Baofa~3, Song Wenyong~3 (1.College of Civil Engineering, Beijing University of Technology, Beijing 100022, China; 2.Hebei Engineering and Technology College, Cangzhou 061001, China ; 3.Cangzhou Institute of Architectural Design and Research, Cangzhou 061001,China)  
In order to analyze the seismic performance of RC coupled shear wall with concealed bracings in different span-height-ratio of lintel beam, experimental study on seismic performance for 2 sets of four-floor scale models of RC coupled shear wall with concealed bracings was put forward. The span-height-ratio of the lintel beam of one set is 1.0, and the other is 1.5. The structure stiffness and its deterioration process, bearing capacity, ductility, energy dissipation, failure mechanism and failure feature are analyzed systematically. Through experimental analysis. it proved that RC coupled shear wall with concealed bracings is more effective in the smaller span-height-ratio of the lintel beam. The calculating results on bearing capacity of the specimens are found coincident with the actual measured ones.
【Fund】: 国家自然科学基金项目(50378005);; 北京市自然科学基金项目(8032005);; 北京市教委基金项目(KM200410005017)
【CateGory Index】: TU398.2
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1 CAO Wanlin~1, DONG Hongying~1, HU Guozhen~2, ZHANG Jianwei~1, HUANG Xuanming~1 1. Beijing University of Technology, Beijing 100022, China; 2. Hebei Engineering and Technology College, Cangzhou 061001, China;Experimental study on seismic behavior of RC coupled shear wall with concealed bracings[J];Journal of Building Structures;2004-03
Chinese Journal Full-text Database 10 Hits
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2 WEI Ai-feng(Guangdong University of Technology,Guangzhou 510640,China);The design and study of coupling beam of reinforced concrete structure[J];Building Science Research of Sichuan;2005-04
3 LU Xiang-kun~1,WANG Dong~2(1.Urban Planning & Design Institute of Yunnan,Kunming 650228,China;2.Kunming Science and Engineering University Architectural Engineering Academy,Kunming 650223,China);Problem that application PKPM's structure design software should BE valued[J];Building Science Research of Sichuan;2005-05
4 YU Jiang-tao~1,CHEN Tong-dan~2,CHEN Jiang-xi~2(1.Research Institute for Structural Engineering and Disaster Reduction,Tongji University,Shanghai 200092,China;2.The Architecture Design Institute of Taizhou City,Zhejiang Province,Taizhou 317600,China;3.The Architecture Design & Research Institute of Tongji University,Shanghai 200092,China);Comparison between the responses of wind-induced and horizontal seismic actions in design[J];Building Science Research of Sichuan;2005-05
5 HU Xing-fu~1,XIONG Feng~2,LI Hui~1(1.Sichuan College of Architectural Technology,Deyang 618000,China; 2.School of Architecture and Environment,Sichuan University,Chengdu 610014,China);The study of calculated method for lateral stiffness of the high-rise buildings with twin towers and large chassis[J];Building Science Research of Sichuan;2005-06
6 QIN Li~1,CHENG Zhi-hui~1,SONG Yu-pu~2(1.School of Architectural and Civil Engineering,Northeast China Institute(University) of Electric Power Engineering,Jilin 132012,China;2.School of Civil and Hydraulic Engineering,Dalian University of Technology,Dalian 116024,China);Optimization of the lateral stiffness of shear wall in mid-highrise frame-shearwall structure with special-shaped columns[J];Building Science Research of Sichuan;2005-06
7 CHEN Bo-wang~(1,2),WANG Hai-bo~(1,2),SHEN Pu-sheng~1 (1.College of Civil Engineering,Hunan University,Changsha 410082,China;2.College of Civil Engineering,Hunan City University,Yiyang 413000,China);Experimental study on static elastic peoperty for RC tube in tube model[J];Sichuan Building Science;2006-01
8 WU Yong,YOU Yaping(Architectural and Civil Engineering School of Xihuan University,Chendu 610039,China);The line of pressure in the structural transfer design[J];Sichuan Building Science;2006-06
9 LIU Yang,MENG Huanling,SHEN Pusheng (College of Civil Engineering,Hunan Univ.,Changsha410082,China);Seismic behavior research of shear wall structures supported on concrete-filled tubular steel columns[J];Sichuan Building Science;2007-01
10 ZHANG Shoujun1,LI Qingning2,LI Rui2,FANG Yunhong2(1.Jiangsu Institute of Building Science,Jiangsu Suke Construction Technology Development Co.LTD.,Nanjing210008,China;2.School of Civil Eng.,Xi'an Univ.of Arch.& Tech.,Xi'an710055,China);Simulative analysis on the static elasto-plastic property of shot-leg shear wall[J];Sichuan Building Science;2009-01
Chinese Journal Full-text Database 10 Hits
1 HU Wen fa 1,ZHU Bo long 2,HUANG Ding ye 2 (1.Department of Construction Management and Real Estate,Tongji University,Shanghai 200092,China; 2.College of Civil Engineering,Tongji University,Shanghai 200092,China);Nonlinear analysis of damaged concrete shear walls[J];BUILDING SCIENCE RESEARCH OF SICHUAN;2000-02
2 ZHOU Lu-min,GONG Jin,WU Shu-xun(Architectural Design and Research Institute of Tongji University,Shanghai 200092,China);Research on aseismic capability of SRC low-rise shear wall with opening[J];Sichuan Building Science;2006-02
3 HU Cheng~(1,2),ZHANG Hong-ya~(2,3)(1.College of Civil Engineering,Southeast University,Nanjing 210096,China;2.School of Civil Engineering,Hefei University of Technology,Hefei 230009,China;3.Anhui Institute of Architecture & Industry,Hefei 230022,China);The nonlinear analysis for concrete beam strengthened with prestressed CFRP sheets[J];Journal of Anhui Institute of Architecture;2005-06
4 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
5 LIU Xiao-yan, YAN Dong-huang, ZHANG Feng,WEI Cheng -long (Bridge and Structural Engineering Department. Changsha Comm. Univ. , Changsha 410076, China);Application of Nonlinear Finite Element Method to RC Structures and Program Design[J];Journal of Changsha Communications University;2003-02
6 LIU Tian-cheng~1,JIA Yan-min~2 (1.Collge of Civil Engineering,Tongji University,Shanghai 200092,China;2.Collge of Civil Engineering,Northeast Forestry University,Harbin 150040,China);Non-linear Simulation Analysis of the Unbonded Prestressed Concrete Structure[J];Journal of Changsha Communications University;2006-02
7 WANG Lian guang, LI Li xin, LIU zhi yang, XU wei (School of Resources and Civil Engineering, Northeastern University, Shenyang 110004,China);Nonlinear Full-Range Analysis of Steel-Concrete Composite Beams[J];JOURNAL OF NORTHEASTERN UNIVERSITY;2001-01
8 ZHANG Hai-xia,ZHU Fu-sheng(School of Resources & Civil Engineering,Northeastern University,Shenyang 110004,China.);Nonlinear Full-Range Analysis of Concrete Beam Reinforced with FRP Rods[J];JOURNAL OF NORTHEASTERN UNIVERSITY;2005-10
9 Du Hongbiao Shen Jumin.(Duparlmont of Civil Engineering, Tsiagkua University);NONLINEAR ANALYSIS OF R.C. COLUMNS UNDER ARBITRARY LOADING PATHS[J];Earthquake Engineering and Engineering Vibration;1990-03
10 Sun Jingjiang Jiang Jinren(Institute of Engineering Mechanics, State Sf.ismological Bureau);STOCHASTIC SEISMIC RESPONSE AND RELIABILITY ANALYSIS OF HYSTERETIC FRAME-SHEAR WALL STRUCTURES[J];Earthquake Engineering and Engineering Vibration;1992-02
【Secondary Citations】
Chinese Journal Full-text Database 3 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 Wan -lin, PANG Guo -xin, DONG Hong -ying, LIU Chun - yan, LU Li - wei (Beijing Polytechnic University, Beijing 100022, China, Langfang Architectural Design Institute. Langfang 065000, China);Studies of form and reasonable design of concealed bracings in R.C. shear walls[J];Earthquake Engineering and Engineering Vibration;2000-04
3 CAO Wan-lin, TIAN Bao -fa, WANG Hong-xing, LIU Jian-min, ZHANG Jian-wei (Beijing Polytechnic University, Beijing 100022, China; Cangzhou Construction Commission, Cangzhou 061001,China);Mechanical model for calculation of dual function shear wall with concealed bracings[J];Earthquake Engineering and Engineering Vibration;2001-02
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