Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《JOURNAL OF TSINGHUA UNIVERSITY(SCIENCE AND TECHNOLOGY)》 1999-12
Add to Favorite Get Latest Update

Analysis of elastic behaviors for dual function slitted shear wall

YE Lieping, KANG Sheng, ZENG Yong Civil Engineering Department, Tsinghua University, Beijing 100084, China  
Dual function slitted shear wall is a new type of shear wall proposed according to seismic control concept. To study the mechanics behaviors and determine the connector parameters for experiment, the elastic finite element method was used to analysis dual function slitted shear wall under elastic stage. The analysis results show that the lateral stiffness of dual function slitted shear wall is obviously enlarged by setting the connectors in the slits; the setting of several short connectors for same total length is more effective for lateral stiffness increasing and dual function controlling. Based on the analysis results, a calculation formula of lateral elastic stiffness was suggested.
【Fund】: 国家自然科学基金!(59678029)
【CateGory Index】: TU311.3
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 10 Hits
1 Jiang Xinliang~(1),Gu Yan~(1),Dong Jialing~(2),Zhou Tao~(3)(1.School Civil Engineering,Tianjin Universit,Tianjin 300072,China;2.Tianjin Group of House,Tianjin 300042,China;3.Tianjin TEDA Engineering Quality Intendance Station,Tianjin 300457,China);Research on seismic behaviour of reinforced plasterboard filled with concrete[J];Earthquake Engineering and Engineering Vibration;2006-03
2 Li Guangshan (Civil Engineering Firm of Cangzhou Corporation,China Salt Group Company,Huanghua 061100,China);Research on improving seismic behavior of reinforced concrete shear wall[J];Earthquake Engineering and Engineering Vibration;2006-05
3 Liao Feiyu~(1),Tao Zhong~(1),Han Linhai~(2) (1.College of Civil Engineering,Fuzhou University,Fuzhou 350002,China;2.Department of Civil Engineering,Tsinghua University,Beijing 100084,China);A state-of-the-art review of composite shear walls under cyclic loading[J];Earthquake Engineering and Engineering Vibration;2006-05
4 WANG Min1,2,CAO Wanlin1,2,ZHANG Jianwei1(1.The College of Architecture and Civil Engineering,Beijing University of Technology,Beijing 100022,China;2.Key Lab of Urban Security and Disaster Engineering,MOE,Beijing 100022,China);Seismic research and development in composite shear walls[J];Journal of Earthquake Engineering and Engineering Vibration;2007-05
5 ;带缝剪力墙在板柱式空心墩中应用的研究[J];Fujian Building Materials;2012-02
6 Jiang Xin-liang,Zhang Yu-zhi(School of Civil Enigneering,Tianjin University,Tianjin 300072,China);Numerical Simulation Research on Seismic Performance of Composite Wallboard Structure[J];Earthquake Resistant Engineering and Retrofitting;2007-04
7 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
8 KANG Sheng, ZENG Yong, YE Lie-ping (Department of Civil Engineering, Tsinghua University, Beijing 100084);STIFFNESS AND STRENGTH ANALYSIS OF DUAL FUNCTIONAL SLITTED SHEAR WALL[J];Engineering Mechanics;2001-02
9 LIU Yuan-zhen , LI Zhu , YANG Zhuo-qiang (College of Architecture & Civil Engineering, Taiyuan University of Technology, Taiyuan, Shanxi 030024, China);STUDY ON BEARING CAPACITY OF COMPLEX SHEAR WALL WITH GHB HEAT PRESERVATION FORMWORK[J];Engineering Mechanics;2008-S1
10 Yang Dejian Song Lei(Tianjin Institute of Urban Construction,Tianjin 300384,China);EXPERIMENTAL STUDY ON THE ANTI-SEISMIC BEHAVIOR OF NEW TYPE SLIT HOLLOW DISSIPATING ENERGY SHEAR WALL OF REINFORCED CONCRETE[J];Industrial Construction;2010-09
China Proceedings of conference Full-text Database 1 Hits
1 LIAO Fei-yu TAO Zhong (College of Civil Engineering and Architecture,Fuzhou University,Fuzhou 350002,China);A State of the Art Review of Composite Shear Walls under Cyclic Loading[A];[C];2005
【Co-citations】
Chinese Journal Full-text Database 5 Hits
1 Zhang Weilin (Computing Center,Anhui Institute of Architecture,Hefei,230022);STUDYING STATUS AND DEVELOPMENT OF COMPUTING MECHANICS[J];JOURNAL OF ANHUI INSTITUTE OF ARCHITECTURE;2001-02
2 Xie Feng et al;Discussion of Virtual Design Method of Metal Cutting Tools[J];Tool Engineering;2001-10
3 XIE Feng, SHEN Wei-lei, ZHOU Bi-cheng Hefei Univ. of Tech., Hefei 230009, China;Analysis of static and dynamic properties for wind turbine engine room by finite element method[J];Manufacturing Automation;2003-09
4 Hu Haiyan;Notes on the Solutions of Cauchy's Strain Equations in Solid Mechanics[J];;1984-04
5 XIE Feng1, ZHAO Ji-wen1, SHEN Wei-lei1, ZHOU Bi-chen1 (1School of Mechanical and Automobile Engineering, Hefei Univ. of Tech., Hefei 230009, China; 2Departmentof Precision Mechanical and Instrument, Univ. of Science and Technology of China, Hefei 230022, China);Simulating Design of the Tower Structure for 600KW-Wind Turbine[J];Acta Simulata Systematica Sinica;2004-01
【Co-references】
Chinese Journal Full-text Database 10 Hits
1 CHEN Yi 1,HE Yong yi 2,JIANG Huan jun 1 (1.College of Civil Engineering,Tongji University,Shanghai 200092,Chian; 2.The Architectural Design Institute of Zhuji City of Zhejiang Province,Zhuji 311800,China);Analysis of calculation models for shear wall structures[J];Building Science Research of Sichuan;2001-01
2 ZHANG Xin-pei (Civil Engineering Institute of Sichuan University,Chengdu 610065,China);The recent development on performance-based seismic design theory[J];Building Science Research of Sichuan;2001-01
3 LI Kang ning 1,HONG Liang 2 (1.Earthquake Disaster Mitigation Research Center,The Institure of Physical and Chemical Research,Miki,Hyogo Prefecture,Japan; 2.CANNY Consultants Pte Ltd,261 Waterloo Street,Singapore);CANNY software for elastic & plastic analysis of 3-dimensional structure[J];Building Science Research of Sichuan;2001-04
4 DENG Changgen(Department of Building Engineering,Tongji University,Shanghai200092,China);Recent developments in studies and applications of seismic energy dissipation of building structures in Japan[J];Building Science Research of Sichuan;2003-02
5 CHEN Bo-wang~(1,2),SHEN Pu-sheng~2(1.Department of Civil Engineering,Hunan City University,Yiyang413000,China;2.College of Civil Engineering,Hunan University,Changsha410082,China);Analysis of internal force and deformation of tall building with non-rigid floor[J];Building Science Research of Sichuan;2004-04
6 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
7 PENG Xiao-tong~1,LIN Chen~1,MAN Jie~2(1.Xi'an University of Architecture and Technology,Xi'an 710055,China;2.Ji'nan Iron & Steel Group Corporation,Ji'nan 250101,China);Development actuality of lightweight steel housing[J];Building Science Research of Sichuan;2005-06
8 DUAN Hong-xia~1,LI Zheng-liang~2(1.Department of Civil Engineering,University of Science and Technology of Suzhou,Suzhou 215011,China;2.College of Civil Engineering,Chongqing University,Chongqing 400045,China);Research on the seismic design of RC mega-frame structures[J];Sichuan Building Science;2006-02
9 WEI Jin-tao(China Southwest Architectural Design & Research Institute,Chengdu 610081,China);The fluid viscous damper and its application in civil engineering[J];Sichuan Building Science;2006-02
10 CHEN Lin-zhi,LI Zhang-zheng(School of Architecture and Environment,Sichuan University,Chengdu 610065,China);Analytical solution of shear wall subjected to lateral loads[J];Sichuan Building Science;2006-03
China Proceedings of conference Full-text Database 1 Hits
1 XU Man WANG Yu-yin MA Xin-bo (Harbin Institute of Technology 150090);Shear resistance behavior of two-side connected steel-plate shear wall[A];[C];2007
【Secondary References】
Chinese Journal Full-text Database 10 Hits
1 WANG Gang1,2,WANG Qiongmei1,2,CUI Zhao3,XU Shufang4(1.National Laboratory of Geohazard Prevention & Geoenvironment Protection,Chengdu University of Technology,Chengdu 610059,China;2.College of Environment and Civil Engineering,Chengdu University of Technology,Chengduo 610059,China;3.CHINA Huanqiu Contracting & Engineering CORP,Beijing 100029,China;4.School of Civil Eng.,Xi'an Univ.of Arch.& Tech.,Xi'an 710055,China);An experimental study on the slit-moderate hollow shear wall of reinforced concrete[J];Sichuan Building Science;2008-04
2 LIU Xia1,2,YE Yanhua1,2,WANG Zijun1,2,SUN Renlou1,2,LU Jisong1,2(1.College of Civil Engineering,Nanjing University of Technology,Nanjing 210009,China; 2.Green Building Research Center,Nanjing 210009,China);State of the art of energy-saving structure system at abroad and home[J];Sichuan Building Science;2011-06
3 ZHANG Qing,GUO Yuan-dong(1.Civil Engineering Dept.,Jilin Architectural and Civil Engineering Institute;Changchun 130119; 2.Jilin Xinfa Constructing and Developing Center,Changchun 130055,China);The Topological Optimization Design of the Hollow Ferroconcrete Shear Wall[J];Journal of Baicheng Normal University;2011-05
4 ZHANG Jie1,YAO Qian-feng1,YUE Ya-feng2 (1.School of Civil Engineering and Architecture,Beijing Jiaotong University,Beijing 100044,China;2.Department of Building Engineering,Xi'an Eurasia University,Xi'an 710065,China);Practical Oblique Section Design Method of Multi-Ribbed Composite Wall[J];Journal of Beijing Jiaotong University;2007-04
5 CAO Wan-lin~(1,2) WANG Min~(1,2) ZHANG Jian-wei~1 WANG Li-chang~3 ZHU Xing-gang~4 1.College of Architecture and Civil Engineering,Beijing University of Technology,Beijing 100022,China; 2.Key Lab of Urban Security and Disaster Engineering,MOE,Beijing 100022,China; 3.Dalian Architectural Design and Research Institute,Dalian 116021,China; 4.Beijing Institute of Architectural Design,Beijing 100045,China;Seismic Experiment and Load-carrying Capacity Calculation of Shear Wall With Concrete Filled Steel Tube Columns[J];Journal of Beijing University of Technology;2008-12
6 CAO Wan-lin~(1,2),ZENG Bin~(1,2),WANG Min~1,ZHANG Jian-wei~1,WANG Shao-he~3 (1.The College of Architecture and Civil Engineering,Beijing University of Technology,Beijing 100124,China; 2.Key Lab of Urban Security and Disaster Engineering,MOE,Beijing 100124,China; 3.The Institute of Residential Architecture Design of Guangzhou,Beijing 100022,China);Experiment on Working Performance of Connection Constructional Measure Between Concrete Filled Steel Tube Columns and Shear Wall[J];Journal of Beijing University of Technology;2009-05
7 CAO Wan-lin1,2,LI Gang1,ZHANG Jian-wei1,ZHANG Wen-jiang1,GENG Hai-xia1 ( 1. College of Architecture and Civil Engineering,Beijing University of Technology,Beijing 100124,China; 2. Key Lab of Urban Security and Disaster Engineering,Ministry of Education,Beijing 100124,China);Seismic Behavior of Steel-plate Shear Walls With Concrete Filled Steel Tube Columns and Different Ratio of Height to Sectional Thickness of the Walls[J];Journal of Beijing University of Technology;2010-08
8 WANG Min1,2,CAO Wan-lin1,2,ZHANG Jian-wei1,YANG Ya-bin1,ZENG Bin1(1.College of Architecture and Civil Engineering,Beijing University of Technology,Beijing 100124,China;2.Key Lab of Urban Security and Disaster Engineering,Ministry of Education,Beijing 100124,China);Seismic Behaviors of Shear Wall With Rectangular Concrete Filled Steel Tube Columns and Concealed Bracing[J];Journal of Beijing University of Technology;2010-12
9 LI Feng,LI Ge (College of Civil Engineering,Xi'an University of Architecture & Technology;Xi'an 710055,China);A review of present research on behavior of steel plate shear wall[J];Journal of Pingdingshan Institute of Technology;2008-02
10 MA Qing-zhen1,2,JIANG Xin-liang1,ZHANG Bao-kui3(1.School of Commerce,Tianjin University of Commerce,Tianjin 300134,China; 2.School of Civil Engineering,Tianjin University,Tianjin 300072,China; 3.College of Civil Engineering,Hebei University of Technology,Tianjin 300401,China);A simplified calculation model for analyzing concrete-filled gypsum wall panels[J];Journal of Agricultural University of Hebei;2012-02
China Proceedings of conference Full-text Database 8 Hits
1 JIANG Xinliang, XU Yan, ZHANG Yu (School of Civil Engineering, Tianjin University, Tianjin 300072,China);Calculation Model of Plasterboard Filled with Concrete and Dynamic Test of Experimental Structure[A];[C];2005
2 DAI Xueling~(1,2),LI Zhu~1,ZHANG Zeping~1,LIUYuanzhen~1,WEI Zengbao~1 (1.Department of Civil Engineering of Taiyuan University of Technology,Shanxi Taiyuan,030024; 2.Institute of Architecture and Civil Engineering of Jiaozuo University,Henan Jiaozuo 454002);RESEARCH FOR APPLICATION OF GLAZED HOLLOW BEADS TO SELF-INSULATION WALL[A];[C];2009
3 GUO Lan-hui~1,MA Xin-bo~(1,2),ZHANG Su-mei~1 (1.Harbin Institute of Technology,Harbin,150090,China; 2.Center of Science and Technology of Construction,Ministry of Housing and Urban-Rural Development.P.R.China,Beijing,100835,China);ELASTIC BUCKLING ANALYSIS OF TWO-SIDED CONNECTIONS STEEL PLATE SHEAR WALL WITH SLITS[A];[C];2010
4 ZHU Min-wei~1,LIU Yuan-zhen~1,~*LI Zhu~1,ZHANG Wei~2 (1.College of Architecture & Civil Engineering of TUT,Taiyuan 030024,China) (2.Tongji University,State Key Laboratory for Disaster Reduction in Civil Engineering,Shanghai,200092,China);STUDY ON STRUCTURAL THERMAL SELF-INSULATION SYSTEM WITH THERMAL-INSULATION WALL FORM OF GLAZED HOLLOW BEAD[A];[C];2010
5 ZHANG Jian-wei,YANG Ya-bin,CAO Wan-lin (Key Laboratory of Earthquake Engineering and Structural Retrofit,Beijing University of Technology,Beijing 100124,China);Study on Seismic Performance of Low-rise Shear Wall with Concrete Filled Round Steel Tube Columns and Concealed Steel Truss[A];[C];2010
6 Chu Mingjin~1,Feng Peng~2,Ye Lieping~2 (1.School of Civil Engineering,Yantai University,Yantai 264005,China;2.Department of Civil Engineering,Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry,Tsinghua University,Beijing 100084,China);Study on failure mode of adaptive-slit shear walls[A];[C];2011
7 Yan Lu-nan~1,~*Lu Jin-yu~(1,2),Wang Heng-hua~(1,2) (1.School of Civil Engineering,Southeast University,Nanjing 210096; 2.Key Laboratory of Concrete and Prestressed Concrete Structures of Ministry of Education,Southeast University,Nanjing 210096);Elastic Buckling Behavior of Steel Plate Shear Wall with Slits[A];[C];2011
8 LIU Chang 1,2 ,FAN Zhong 1 ,YANG Kai 1 (1 China Architecture Design & Research Group, Beijing 100044, China; 2 Beijing University of Civil Engineering and Architecture, Beijing 100044, China );THE DESIGN RESEARCH OF DUAL COUPLING BEAMS AT THE HOLES OF SHEAR WALLS[A];[C];2013
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved