Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《Building Structure》 2005-05
Add to Favorite Get Latest Update

Torsional Design of Symmetrical and Regular Structures Under Horizontal Earthquake Actions

Wei Lian,Wang Sen(Shanghai Weilian Structure Design Office Shenzhen Representive,Shenzhen 518034,China)  
Based upon rules about torsion resistance of structure in relevant different China design codes, some significant issues for symmetric and regular structure in both theory and design method,such as the definitions of symmetric and regular structure,the relationship between period and displacement,consideration of the occasional eccentricity,the control values of torsional period ratio and torsional displacement ratio,etc., are discussed.The design procedure provided is theoretically reasonable and applicable in design practice.
【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 4 Hits
1 Wang Dun A kenjiang·tuohuti(College of Architecture of Xinjiang University Urumqi 830091) Li Eqiong(Venture Development Corporation of HongYe of Huizhou Huizhou 516083);DISCUSSION ON THE ACCIDENTAL ECCENTRICITY OF BUILDING STRUCTURE[J];Industrial Construction;2008-S1
2 Wei Lian,Wang Sen(Shanghai Wei Lian Structure Design Institute Shenzhen Office,Shenzhen 518034,China);Aseimic Analysis on Torsion Angle Effect of Vertical Members in Torsionally Irregular Structure[J];Building Structure;2006-07
3 SHI You-tao(China Building Technique Group Corporation,Beijing 100013,China);Optimum Structural Design[J];Building Science;2006-03
4 MA Ren-le~1ZHANG Meng~1ZHANG Zhe~2(1.Department of Building Engineering,Tongji University,Shanghai 200092,China;2.College of Civil Engineering,Zhengzhou University,Zhengzhou 450002,China);Torsional response and seismic design of symmetric structures subject to horizontal earthquakes[J];World Earthquake Engineering;2006-03
China Proceedings of conference Full-text Database 2 Hits
1 Zou Yinsheng, Liu Chang (Institute of Structure Engineering, Hunan University, Changsha 410082, China);Study on Torsional Irregularity Coefficient[A];[C];2006
2 Li Chushu, Liu Chunming, Li Yongshuang (China Institute of Building Standard Design & Research, Beijing Civil King Software Technology Co. , Ltd. , Beijing 100044, China);Discussions on Structural Seismic Design[A];[C];2006
【Citations】
Chinese Journal Full-text Database 3 Hits
1 Wei Lian;Deliberation on the Displacement GDntrol for Highrise Building[J];Building Structure;2000-06
2 Wei Lian(China Academy of Building Research);Calculation Method of Building Structure Deformation under Earthquake Actions[J];JOURNAL OF BUILDING STRUCTURES;1994-02
3 Wei Lian (Institute of Earthquake Engineering, China Academy of Building Research);Seismic Response Analysis for Asymmetric Buildings[J];Building Science;1990-01
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 LI Lei~1,WANG Guang-wei~2 (1.East China University of Science and Technology,Shanghai200237,China;2.Sip Administrative Center Project Preparation Construction Office,Suzhou 215000,China);Analysis of shrinkage stress and recommendations on minimum reinforcements in fully restrained concrete slabs[J];Building Science Research of Sichuan;2004-04
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 HUANG Shen-jiang, FANG Gao-ni, WU Yun-chuan (School of Civil Engineering, Hefei University of Technology, Hefei, 230009, China; School of Civil Engineering, Anhui Institute of Achtechture and Industry, Hefei, 230022, China);DISCUSSION ON STORY DRIFT LIMIT OF HIGH-RISE BUILDINGS[J];Journal of Anhui Institute of Architecture;2003-02
China Proceedings of conference Full-text Database 10 Hits
1 Gu Weijian Liu Yunfei (The 4~(th) Engineering Design & Research Academy,General Staff,PLA,Beijing 100850,China);Structural Design of Prestressed Concrete Floor with Large Basement in Double-Tower Tall Building[A];[C];2007
2 Wei Lian, Wang Sen (Shanghai Weilian Engineering Design Office, Shne zhen Representative, Shenzhen 518034, China);Discussion on Inter-story Displacement Angle of High-rise Building[A];[C];2006
3 Wei Lian, Wang Sen (Shanghai Weilian Engineering Design Office Shenzhen Representive, Shenzhen 518034, China);Yield Prediction Method and Its Application in Seismic Design of Building Structure[A];[C];2006
4 Tao Songping Jiang Weishan Liang Xingwen (School of Civil Engineering,Xi'an University of Architecture&Technology,Xi'an 710055,China);Exper imental Research on Flexural Bearing Capacity of High Strength and Performance Concrete Shear Wall[A];[C];2007
5 SHI Chang-ling, SONG Shi-jun, LIU Xu-guang, LIU Chun-xia (Zibo Architectural Design & Research Institute,shandong,zibo,255037,China; Huaxin Construction Engineering Group of Shandong, taian.271219,China);Storey-Adding Construction Design of Office Building of Xinwen Mining Industry Group[A];[C];2005
6 WANG Hui,SONG Shi-jun,HONG Hai-xia, WANG Rui-peng ,LIU Bin (Zibo Architectural design&research institute, Zibo255037,China;);Structure Design for Convention Centre of China Porcelain Technology City[A];[C];2005
7 LIU Dong-sheng,HU Heng (Tsinghua University, Beijing 100084, China;Zhonghang Reconnaissance Design Institute, Beijing 100086, China);Application Research on Associate Calculation of Upper Structure and Foundation[A];[C];2005
8 YANG Jian-xing~1 ZHA Xiao-xiong~2 ZHU Hong-ping~1 (1.School of Civil Engineering and Mechanics,Huazhong University of Science & Technology,Wuhan 430074,China; 2.Shenzhen Graduate School,Harbin Institute of Technology,Shanzhen 518055,China);Non-linear Finite Element Analysis on Seismic Behavior of Concrete-filled Steel Tubular Frames[A];[C];2005
9 WANG Yu-liang~1 WANG Tie-cheng~1 JIANG Wei-shan~2 1.School of Civil Engineering,Tianjin University,Tianjin,300072 2.School of Civil Engineering,Xi'an University of Architecture and Technology,Xi'an 710055;Analysis of late deformation capacity under shear-bond failure in SRC columns[A];[C];2007
10 WANG Qiao BAI Guo-liang CHU Liu-sheng (Institute of Civil English,Xi'an University of Architecture And Technology,Xi'an 710055,China);The seismic behavior of steel-beam-to-concrete-wall joints in steel-concrete hybrid structures[A];[C];2007
【Co-references】
Chinese Journal Full-text Database 10 Hits
1 WANG Wen-da~(1,2),SHI Yan-li~1,ZHU Yan-peng~1 (1.College of Civil Engineering,Lanzhou University of Technology,Lanzhou730050,China; 2.College of Civil and Architecture Engineering,Fuzhou University,Fuzhou350002,China);Discussion of application for software SATWE and TAT used in multistory and high-rise buildings structure analysis[J];Building Science Research of Sichuan;2004-01
2 LI Bo~1, QU Wei_lian~2 (1.School of Civil Engineering and Architecture, Beijing Jiaotong University, Beijing 100044,China; 2.Wuhan University of Technology, Wuhan 430070, China);Fuzzy Control for Wind Response of Guyed Mast by MR Damper[J];Journal of Northern Jiaotong University;2005-01
3 Lü Mingyun Wu Zhe(School of Aeronautic Science and Technology, Beijing University of Aeronautics and Astronautics, Beijing 100083, China)Qu Weilian(Institute of Civil Engineering and Architecture, Wuhan University of Technology, Wuhan 430070, China);Shaking table test on ship lifts model with roof MR damper isolation system[J];Journal of Beijing University of Aeronautics and Astronautics;2005-03
4 Han Miao Qin Li (Dept. of Civil Engineering, Beijing 100044);Methods for Analyzing Multiply Connected Secondary Systems[J];Journal of Beijing Institute of Civil Engineering and Architecture;2003-04
5 LIU Xiao?ming 1, CAO Yun?dong 1, WANG Er?zhi 1, YIN Shi-an 2 (1.Shenyang University of Technology, Shenyang 110023, China; 2.Shenyang Shenbian Instrument Transformer Manufacture Co., Ltd., Shenyang 110135, China);Anti-Seismic Performance Analysis of 220kV High Voltage SF_6 Current Transformer[J];Transformer;2001-02
6 GUO Zhen-yan(Shenyang Transformer Research Institute, Shenyang 110179, China);Research on Performances of transformer against Seism[J];Transformer;2005-S1
7 YANG Shi-hao~(1,2),ZHENG Ming-yan~2,QU Wei-lian~1(1.School of Civil Engineering and Architecture,Wuhan University of Technology, Wuhan 430070,China;2.School of Engineering,China University of Geosciences,Wuhan 430074,China);Semi-active Control for Structural Vibration of Radial Gate[J];Journal of Yangtze River Scientific Research Institute;2006-02
8 ZHENG Zhi-neng~(1,2),ZHANG Yong-xing~1,DONG Qiang~21.College of Civil Engineering,Chongqing University,Chongqing 400045, China; 2.School of Civil Engineering and Architecture, Chongqing Jiaotong University, Chongqing 400074, China;Intelligent material and its application in civil engineering[J];Journal of Chongqing Jiaotong University;2005-06
9 SHEN Pu-sheng,MENG Huan-ling,LIU Yang(College of Civil Engineering,Hunan University,Changsha 410082,China);Calculation of torsion performance of tall building structures based on torsion stiffness of elements[J];Journal of Railway Science and Engineering;2006-02
10 TANG Xin1, LING Hong2, HU Ke-ao1 1. State Key Laboratory of Metal-matrix Composites, Shanghai Jiaotong University, Shanghai 200030, China; 2. Department of Mathematics and Information Science, North China Institute of Water Conservancy and Hydroelectric Power, Zhengzhou 450008,China;Current Status and Future Trends of Research in Subsidence Stability of Magnetorheological Fluids[J];Journal of Magnetic Materials and Devices;2004-03
China Proceedings of conference Full-text Database 7 Hits
1 Wei Lian, Wang Sen (Shanghai Weilian Engineering Design Office, Shne zhen Representative, Shenzhen 518034, China);Discussion on Inter-story Displacement Angle of High-rise Building[A];[C];2006
2 Xiao Congzhen , Li Yong , Li Yuelin , Wang Zheng , Chu Dewen (China Academy of Building Research, Beijing 100013, China; Beijing Capital Engineering Architectural Design Company Ltd. );Structural Design for Grand Moma Proiet[A];[C];2006
3 Guo Xiaomei, Zhang Zhaohui, Li Jing (Hebei Architectural Design & Research Institute, Shijiazhuang 050011,China );Comparison of Six Structure Systems in a 12-storey-high Residential Building[A];[C];2006
4 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
5 Wang Cuikun , Zhao Pengfei , Ma Hongrui , Wang Guo an , Xiao Congzhen (China Academy of Building Research, Beijing 100013, China; Shenzhen Chengmai Design Company, Shenzhen 518000 , China);Shake Table Test and Damper Design of the Shenzhen Dameisha Hotel[A];[C];2006
6 Liang Xingwen Xie Junqiang (Civil Engineering Institute, Xi' an University of Architecture and Technology, Xi'an 710055, China);Research on Displacement - based Seismic Design Method of RC Frames[A];[C];2006
7 Zou Yinsheng, Liu Chang (Institute of Structure Engineering, Hunan University, Changsha 410082, China);Study on Torsional Irregularity Coefficient[A];[C];2006
【Secondary References】
Chinese Journal Full-text Database 10 Hits
1 SHEN Chaoyong1,2,ZHOU Fulin1,2,HUANG Xiangyun1,2,CHEN Jianqiu1,2,REN Min1,2,JIN Jianmin1,2(1.Earthquake Engineering Research & Test Center,Guangzhou University,Guangzhou 510405,China;2.Guangdong Key Laboratory of Earthquake Engineering & Applied Technique,Guangzhou 510405,China);Torsional response of high-rise building with stagger transfer structure during horizontal earthquake[J];Journal of Earthquake Engineering and Engineering Vibration;2009-01
2 LI Xiu-ling*1,2,LI Hong-nan1(1.State Key Laboratory of Coastal and Offshore Engineering,Dalian University of Technology,Dalian 116024,China;2.School of Civil Engineering,Shandong Jianzhu University,Jinan 250101,China);Experimental study of semi-active control of coupled translation and torsion response for frame-shear wall eccentric structure[J];Journal of Dalian University of Technology;2008-05
3 Wang Dun A kenjiang·tuohuti(College of Architecture of Xinjiang University Urumqi 830091) Li Eqiong(Venture Development Corporation of HongYe of Huizhou Huizhou 516083);DISCUSSION ON THE ACCIDENTAL ECCENTRICITY OF BUILDING STRUCTURE[J];Industrial Construction;2008-S1
4 Li Hongnan,Li Xiuling(School of Civil and Hydraulic Engineering,Dalian University of Technology,Dalian 116024,China);Experimental research on MRD intelligent seismic retrofitting of structure[J];Building Structure;2008-11
5 Fang Xiaodan,Wei Hong,Chen Fuxi,Xu Mingxin,Zhou Hanxiang(Architectural Design and Research Institute South China University of Technology,Guangzhou 510641,China);Structural research and design for the China National Pavilion at the World Expo Shanghai[J];Building Structure;2009-05
6 JIANG Gen-mou,XIONG Yan(School of Civil Engineering and Architecture,East China JiaoTong University,Nanchang 330013,China);Engineering cost control based on the architecture structure design[J];Journal of Changchun University of Technology(Natural Science Edition);2008-04
7 WANG Dun Akenjiang·TUOHUTI;Discussion on torsional effect of irregular plane structure[J];Shanxi Architecture;2008-02
8 LI Jing YAN Jing YANG Hong;On optimized design for structure[J];Shanxi Architecture;2010-04
9 Wang Yang1,3,Feng Junchang2,Zhang Zhe3,Zhang Meng3(1.Taizhou Vocational & Technical College,Taizhou 318000,Zhejiang China;2.The General Engineering Limited Company of linzhou,Zhengzhou 450045,China;3.School of Civil Engineering,Zhengzhou University,Zhengzhou 450001,China);Analysis of Accidental Eccentricity for Symmetrical Structure under Horizontal Seismic[J];Henan Science;2010-01
10 QI Chun-ming,ZHANG Zhi-heng(Urban Construction School of University of South China,Hengyang 421001,China);Study on the optimization of structure layout and section sizes of high-rise reinforced concrete beam-column frames[J];Journal of Xi'an University of Architecture & Technology(Natural Science Edition);2008-04
【Secondary Citations】
Chinese Journal Full-text Database 9 Hits
1 Wei Lian Gong Zhaoji Sun Huizhong et al.;A Number of Problems for Structural Design of the Di Wang Super-highrise Building[J];Building Structure;2000-06
2 Wei Lian, Dai Guoying, Wang Long ( Chinese Academy of Building Research );Simplified Calculation of Nonlinear Earthquake Response of Multistory Multibay Framed Structures[J];Journal of Building Structures;1980-01
3 Wei Chengji ( Chinese Academy of Building Research );Displacement Ratio Spectrum of Elastoplastic Structures[J];Journal of Building Structures;1983-01
4 Chen Guanghua;Simplified Calculation of Elastoplastic Story Drift Responses of Multistory Shear Type Structures Subjected to Earthquakes[J];Journal of Building Structures;1984-02
5 Wei Lian, Wei Chengji, Gao Xiaowang (China Academy of Building Research);A Brief Discussion on the Basic Principle of Aseismic Design of Building Structures[J];Journal of Building Structures;1984-06
6 Yang Jian( Design and Research Bureau of Naval Engineering)Wei Lian( China Academy ofBuilding Research );On Free Vibration of Torsionally Coupled Tall Buildings[J];Journal of Building Structures;1985-06
7 Wei Lian(China Academy of Building Research);Calculation Method of Building Structure Deformation under Earthquake Actions[J];JOURNAL OF BUILDING STRUCTURES;1994-02
8 Pan Shijie Xu Zheming;Nonlinear Earthquake Resqonse Analysis of Rigid Frames[J];Journal of Tongji University;1980-02
9 He Guangqian Wei Lian Dai Guoying;ON ELASTO-PLASTIC DEFORMATIONS OF MULTI-STOREY SHEAR TYPE STRUCTURES DUE TO EARTHQUAKE EFFECT[J];China Civil Engineering Journal;1982-03
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved