Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《Journal of Building Structures》 2009-S1
Add to Favorite Get Latest Update

Control of torsional response of tall building structure and some actual applications

LIU Xiaole1,ZHANG Ya2(1.Zhengzhou Design Institute of Architecture,Zhengzhou 450052,China;2.Department of Building Structure,Tongji University,Shanghai 200093,China)  
Control of torsional responses of tall buildings is an important aspect in seismic design.In 'Technical specification for concrete structure of tall building',the torsional response is mainly controlled by measures that consider accidental eccentricity,controlling period ratio and displacement ratio.Two types of measurements can be used to control torsion response: to adjust eccentricity of mass center and stiffness center,and to enhance torsion stiffness or reduce lateral stiffness of the structure.On the basis of theoretical analysis and practical experiences,the following conclusions are drawn.Seismic design of tall buildings should be based on the adverse result which is obtained by considering accidental eccentricity or 2-dimensional earthquakes.The first two vibration modes should be translational in two orthogonal axes.When the plane of the structure is long and narrow,the better way to enhancing torsion stiffness of the structure is better to increase the beam section of the two side trusses than to increase column section.The torsion stiffness of shearwall structure can be efficiently improved by enlarging coupling beam height of outer edge and adding a beam-in-slab to connect the shear walls that was broken by a window on the corner.
【CateGory Index】: TU973.31
Download(CAJ format) Download(PDF format)
CAJViewer7.0 supports all the CNKI file formats; AdobeReader only supports the PDF format.
Chinese Journal Full-text Database 3 Hits
1 Xu Guoping(Ningbo Architectural Design & Research Institute,Ningbo 315012,China);Controlling Method for the Plane Torsional Effect of Tall Building Structure[J];Building Structure;2005-10
2 Fang Ehua~1,Cheng Maokun~2(1 Deptartment of Civil Engineering,Tsinghua University,Beijing 100084,China;2 Beijing Architectural Design and Research Institution,Beijing 100045,China);Discussion of Torsion Resistance Control Method for Structures in Current Design Code[J];Building Structure;2005-11
3 Xu Peifu Huang Jifeng Wei Chengji(China Academy of Building Research,Beijing 100013,China);Control of torsional response of tall building structures[J];China Civil Engineering Journal;2006-07
Chinese Journal Full-text Database 10 Hits
1 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
2 HU Xing-fu~1,WU Da-you~1,YE Ling~2(1.Civil Engineering Department,Sichuan College of Architectural Technology,Deyang 618000,China;2.Engineering School,Shandong University of Technology,Zibo 255000,China);The study of calculated method for lateral stiffness of the high-rise buildings with transfer story in current code[J];Sichuan Building Science;2006-03
3 LIU Jian-min~(1,2),CAO Pu-tian~2,LI Hui-min~1 (1.Xi'an University of Architecture & Technology,Xi'an 710055,China;2.Northwest Polytechnic University,Xi'an 710072,(China));Safe span analysis of fastener-style steel pipe falsework's vertical poles[J];Sichuan Building Science;2006-04
4 LIANG Huanxin1,WU Shangrong2,JING Ting3(1.Chengdu University,Chengdu 610106,China;2.Chengda Engineering Corporation of China,Chengdu 610041,China;3.Zhejiang Hangxiao Steel Structure CO.,LTD.,Hangzhou 310003,China);Multi-story spanned brace-frame design in high-rise[J];Sichuan Building Science;2008-01
5 ZHANG Jingshu1,2,MA Zhimin1,2,MO Yong3,WANG Erchang3,ZHOU Li1,2,DUAN Huijing1,2(1.Key Laboratory of Mechanics on Disaster and Environment in Western China(Lanzhou University),Ministry of Education,Lanzhou 730000,China;2.College of Civil Engineering and Mechanics,Lanzhou University,Lanzhou 730000,China;3.Gansu Province Construction Science and Technology Committee of Experts,Lanzhou 730000,China);The tall building floor partial opening's influence on integral seismatic performance[J];Sichuan Building Science;2009-02
6 LIANG Huanxin 1,JING Ting 2,YAN Xiaoxiao 2,WU Shangrong 3 (1.Chengdu University,Chengdu 610106,China; 2.Zhejiang Hangxiao Steel Structure Co.,Ltd.,Hangzhou 310003,China; 3.China Chengda Engineering Co.,Ltd.,Chengdu 610041,China);Structure design of Yancao-Xingye building[J];Sichuan Building Science;2009-06
7 ZHU Daoqing,WU Xiaobin,ZHOU Dingsong,YU Baosan(China Southwest Architectural Design and Research Institute Co.,Chengdu 610081,China);Structure design and analysis of Sanxia Mansion[J];Sichuan Building Science;2010-02
8 ZHANG Yetian 1,WU Yunhai2(1.Landscape Architecture Planning Designing Institute of ZFU,Lin'an 311300,China;2.Hangzhou BinJiang Real Estate Group Co.,Ltd,Hangzhou 310016,China);Techno-economic analysis on transfer structure[J];Sichuan Building Science;2010-03
9 JIANG Lan,ZHANG Huagang,YUAN Bo,HUO Wenxing,ZHANG Kai,WANG Yan(Space Structures Research Center,Guizhou University,Guiyang 550003,China);Research on vibration response of long-span reinforced concrete open-web sandwich plate structures under walking excitation[J];Sichuan Building Science;2012-01
10 WANG Jianglong1,ZHAO Dong1,YANG Yan2(1.Xi'an University of Architecture and Technology,Xi'an 710055,China; 2.China Northwest Architecture Design & Research Institute,Xi'an 710018,China);Analysis of torsional response on bias fixed annex structure[J];Sichuan Building Science;2012-03
China Proceedings of conference Full-text Database 10 Hits
1 Li Zun Chen Zhongfan (Key Laboratory of Concrete and Prestressed Concrete Structure,Ministry of Education,PRC,NanJing JiangSu Province,210096);New progress of anti-earthquake research in building construction[A];[C];2007
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
3 Xu Xiaoming,Lin Yingru,Li Jianfeng,Lin Gao,Chen Haihua,Shen Yang (Xian Dai Architectural Design Group,Shanghai Institute of Architectural Design & Research(Co.,Ltd.),Shanghai 200041,China);Structural Design of Songjiang University City Gymnasium,Swimming Pool[A];[C];2009
4 Xu Xiaoming,Huang Yi,Zhang Shichang (Shanghai Institute of Architecture Design & Research Co.,Ltd.,Shanghai 200041,China);Structural Design of Weifang University Gymnasium[A];[C];2009
5 Fan Xuewei,Fan Zhong,Yang Su,Zhao Changjun (China Architecture Design and Research Group,Beijing 100044,China);Design of Transfer Members in Nailun International Trade Center[A];[C];2009
6 Liu Jun,Chen Yachun,Zhao Yang (Huayi Designing Consultants Ltd.,Shenzhen 518031,China);Structural Scheme Design of a Super High Rise Building in 8 Degree Areas[A];[C];2009
7 Wang Hua,Xu Huifang,Chen Dong,Ge Wen (East China Architectural Design & Research Institute Co.,Ltd.,Shanghai 200002,China);Structure Design of the Northern Podiums in Orient Gate[A];[C];2009
8 Zhang Jin,Tan Lihua,Guo Yongheng,Lu Jianglong,Wang Xunfei,Fu Genzhou (Suzhou Industrial Park Design and Research Institute Co.Ltd,Suzhou 215021,China);Structure Design of Suzhou Industrial Park Archives Manage Center Building[A];[C];2009
9 Yu Haibo,Lu Daoyuan,Sun Guohong,Zhao Ming,Quan Xikun (East China Architectural Design & Research Institute Co.,Ltd.,Xian Dai Architectural Design Group,Shanghai 200002,China );Design of the Connected Position of a Super High-rise Holiday Apartment in Dalian Xiaoping Island[A];[C];2009
10 Cao Weiliang,Zhang Liangping,Wang Weizhong,Xiang Bing (Huasen Architecture & Engineering Design Consultants Ltd.,Shenzhen 518054,China);The Structural Design of Complex Tall Building Qiaochengxinyuan[A];[C];2009
Chinese Journal Full-text Database 10 Hits
1 ZENG Xiao ming 1,YANG Wei jun 2,SHI Chu xian 3 (1.The Eighth Design Institute,Ministry of Machine Industry,Changsha 410007,China; 2.Dept.of Architectural Engineering,Changsha Communication University,Changsha 410076,China; 3.Dept.of Civil Eng;Study of consititution relationship model for compressive masonry[J];Building Science Research of Sichuan;2001-03
2 LIANG Huanxin1,WU Shangrong2,JING Ting3(1.Chengdu University,Chengdu 610106,China;2.Chengda Engineering Corporation of China,Chengdu 610041,China;3.Zhejiang Hangxiao Steel Structure CO.,LTD.,Hangzhou 310003,China);Multi-story spanned brace-frame design in high-rise[J];Sichuan Building Science;2008-01
3 PENG Zhi-zhen1,2,WANG Zhi-qin1(1.China Southwest Architectural Design & Research Institute Co.Ltd,Chengdu 610081,Sichuan,China;2.School of Civil Engineering,Chongqing University,Chongqing 400044,China);ABAQUS FEM Analysis on Knee Joints in Reinforced Concrete Frames[J];Journal of Chongqing Jiaotong University(Natural Science);2010-05
4 CHENG Zhi-hui,GAO Guo-hong,MEI Wen-long,Qin-li(College of Architectural and Civil Engineering,Northeast Dianli University,Jilin City,132012);Effects of Changing Stiffness of Shear Wall on Internal Force of Columns in the Structure[J];Journal of Northeast Dianli University;2007-02
5 Liu Dahai Yang Cuiru Zhong Xigen(Northwest Building Design Institute);SEISMIC ANALYSIS OF SINGLE-STORY MILL BUILDINGS DEALING WITH TORSION AND ROOF DEFORMATION[J];Earthquake Engineering and Engineering Vibration;1983-01
6 Jiang Jinren Sun Jingjiang (Institute of Engineering Mechanics, State Seismological Bureau);SEISMIC DAMAGE MODEL OF BRICK STRUCTURE[J];Earthquake Engineering and Engineering Vibration;1987-01
7 Yin Zhiqian, Li Shuzhen, Yang Shu wen Uustitute oj Engineering Mechanics, State Seismological Bureau);ESTIMATION OF EARTHQUAKE DAMAGE TO R.C.SINGLE-STORY FACTORY BUILDINGS[J];Earthquake Engineering and Engineering Vibration;1987-04
8 Li Hongnan Yin Zhiqian (Institute of Engineering Mechanics, State Seisinological Bureau);TORSiONALLY COUPLED RESPONSE OF ECCENTRIC STRUCTURES TO MULTI-DIMENSIONAL GROUND MOTIONS[J];Earthquake Engineering and Engineering Vibration;1988-04
9 Ou Jinping Niu Ditao Wang Guangyuan(Harbin Architectural and Civil Engineering Institute);FUZZY DYNAMICAL RELIABILITY ANALYSIS AND DESIGN OF MULTI-STOREY NONLINEAR ASEISMIC STEEL STRUCTURES[J];Earthquake Engineering and Engineering Vibration;1990-04
10 A.K.H. Kwan(Department of Civil and Structural Engineering, University of Hong Kong)J.Q.Xia(Institute of Engineering Mechanics, State Seismalogical Bureau, China);STUDY ON SEISMIC BEHAVIOR OF BRICK MASONRY INFILLED REINFORCED CONCRETE FRAME STRUCTURES[J];Earthquake Engineering and Engineering Vibration;1996-01
【Secondary References】
Chinese Journal Full-text Database 3 Hits
1 Kang Shaowei;Discuss the Adjustment Idea of Building Structural Programs[J];Urbanism and Architecture;2013-12
2 HUANG Yuxing;ZHU Lei;WANG Yuanqing;LIU Ming;School of Civil and Transportation Engineering,Beijing University of Civil Engineering and Architecture;Department of Civil Engineering,Tsinghua University;School of Civil Engineering,Shenyang Jianzhu University;;Seismic performance analysis of reinforced concrete frame with hanging precast concrete infill walls[J];Journal of Building Structures;2014-S1
3 Zhang Xing;Zou Renhua;Chen Cheng;College of Architecture and Civil Engineering,Xi'an University of Science and Technology;;The column parameters' effects on seismic performance of frame core tube structure[J];Shanxi Architecture;2015-29
【Secondary Citations】
Chinese Journal Full-text Database 1 Hits
1 XU Pei fu, HUANG Ji feng, WEI Chen gi (China Academy of Building Research, Beijing 100013, China)$$$$[;Response of Torsional Vibration of Tall Building Structures Induced by Seismic Action[J];BUILDING SCIENCE;2000-01
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved