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《Building Structure》 2006-S1
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Structural Design of the Sky-bridge of Multi-tower-connected Building

Zheng Yimin~1,Xu Wenhua~2,Wang Jianfeng~1,Lu Yan~1 (1 The Architectural Design Research Institute,Tongji University,Shanghai 200092,China;2 Department of Building Engineering,Tongji University,Shanghai 200092,China)  
The design principles and structure scheme of the sky-bridge of a multi-tower-connected building are presented in detail.The design principles of the sky- bridge are firstly elaborated which mainly contains the influence of the environmental temperature and the earthquake vibration on the tower and sky-bridge.Based on a real project,the design scheme of the sky-bridge of the multi-tower-connected building is proposed and analyzed.The strength and deformation requirements under wind load and the earthquake vibration are taken into consideration.Finally,the pattern of the connection between sky-bridge and the tower buildings is introduced.
【CateGory Index】: TU399
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【References】
Chinese Journal Full-text Database 4 Hits
1 Fan Shaozhi,Hou Jiajian (The Architectural Design and Research Institute of Guangdong Province,Guangzhou 510010,China);Summarize the study of the structural design of connected multi-tower tall buildings[J];Building Structure;2009-S2
2 Fan Shaozhi,Hou Jiajian (Guangdong Provincial Architectural Design & Research Institute,Guangzhou 510010,China);Summarize the case study of connected multi-tower tall buildings[J];Building Structure;2009-S2
3 YI Ling,GUO Wei-qing(Faculty of Applied science,Jiangxi University of Science and Technology,Gangzhou 341000,China);Structural analysis and design of a steel linked structure[J];Journal of Jiangxi University of Science and Technology;2012-03
4 JIN Gang;Tongji Architectural Design ( Group) Co. Ltd.,;;Structural Design of Weakly Connected Twin-towers[J];Structural Engineers;2013-03
【Citations】
Chinese Journal Full-text Database 2 Hits
1 Xu Peifu Xiao Congzhen Wang Cuikun;Design Recommendations and Earthquake Damages of Elevated Corridors[J];Building Structure;2004-01
2 FAN Zhong,WANG Chun-guang,YOU Tian-zhi(China Architecture Design & Research Group,Bejing 100044,China );Large-span Structural Design of Ningbo International Conference & Exhibition Center[J];Progress in Steal Building Structures;2005-03
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 YU Ping,WU Mingjun,JIANG Zhiqiang,WAN Yinggang (Architectural Design Institute of Sichiuan,Chengdu 610017,China);Seismic design of a twin-towers tall building with connective structure in Chengdu[J];Sichuan Building Science;2007-04
2 DU Yongfeng,LI Chunfeng(Inst.of Earthquake Protection and Disaster Mitigation,Lanzhou University of Technology,Lanzhou730050,China);Influence of the connection position on seismic response of the unilateral symmetry connected buildings[J];Sichuan Building Science;2009-01
3 He Tao~(1,2),He San-xi~3,Sun Ling-li~1(1.Institute of Seismology,China Earthquake Administration,Wuhan 430071,China;2.Wuhan Institute of Earthquake Engineering,Wuhan 430071,China;3.The No.5 Construction CO.LTD.of Hubei Construction Engineering Group,Wuhan 430074,China);Seismic Response Analysis of a Double-tower Connecting Structure Considering Dynamic Soil-structure Interaction[J];Earthquake Resistant Engineering and Retrofitting;2007-06
4 Du Yong-feng,Li Chun-feng(Institute of earthquake protection and disaster mitigation,Lanzhou University of Technology,Lanzhou 730050,China);Influence of the Connection Position on Seismic Response of the Connected Highbuilding[J];Earthquake Resistant Engineering and Retrofitting;2008-03
5 DU Yong-feng1,2,LI Chun-feng1,2,QIU Ling3(1.Northwest Center of Disaster Mitigation in Civil Engineering,The Ministry of Education,Lanzhou Univ.of Tech.,Lanzhou 730050,China;2.College of Civil Engineering,Lanzhou Univ.of Tech.,Lanzhou 730050,China;3.Gansu Institute of Civil Engineering,Lanzhou730020,China);Stationary random vibration analysis of influence of connected-body stiffness on its displacement response[J];Journal of Lanzhou University of Technology;2008-06
6 Du Yong-feng1,2,Wang Zhen-yu1(1.Institute of Earthquake Protection and Disaster Mitigation,Lanzhou University of Technology,Lanzhou 730050,China;2.Western Center for Disaster Mitigation in Civil Engineering of Ministry of Education,Lanzhou 730050,China);Damage Simulation of the Energy Dissipation Corridor on Connected Twin-tower Subject to Multi-dimensional Seismic[J];Earthquake Resistant Engineering and Retrofitting;2013-01
7 HAN Jian-pinga,b,ZOU Xin-leia,b,XIA Run-qiaoc(a.Key Laboratory of Disaster Prevention and Mitigation in Civil Engineering of Gansu Province; b.Institute of Earthquake Protection and Disaster Mitigation; c.School of Design Art,Lanzhou University of Technology,Lanzhou 730050,China);Analysis of Seismic Response of Asymmetric Twin-tower Connected Structures in Different Connection Ways[J];Journal of Gansu Sciences;2013-01
8 Dong Liting;Wang Yan;Zhang Dong;Qingdao Technological University;;TEMPERATURE STRESS EFFECT AND DYNAMIC ANALYSIS OF A LARGE SPAN TRANSPORT CORRIDOR[J];Industrial Construction;2013-09
9 LI Ya-e;ZHANG Zhao-jin;XU Zhong-hao;TIAN Meng-lu;School of Civil Engineering,Lanzhou University of Technology;;Influence of the Support Position on Vertical Seismic Response of Elevated Corridor Connecting Buildings[J];Journal of Gansu Sciences;2014-01
10 Jiang Chunqiu;Discussion on Aseismic Design of Elevated Corridors[J];Building Structure;2004-10
China Proceedings of conference Full-text Database 2 Hits
1 Zheng Yimin , Xu Wenhua , Wang Jianfeng , Lu Yan (The Architectural Design Research Institute, Tongji University, Shanghai 200092, China; Department of Building Engineering, Tongji University , Shanghai 200092, China);Structural Design of the Sky- bridge of Multi- tower- connected Building[A];[C];2006
2 Yongfeng DU 1,2,Zhenyu WANG 1 1 Institute of Earthquake Protection and Disaster Mitigation,Lanzhou University of Technology,Lanzhou,China,730050 2 Western Center for Disaster Mitigation in Civil Engineering of Ministry of Education,Lanzhou,China,730050;Falling off Simulation of Connecting Corridor of High-Rise Building Subjected to Bi-Directional Earthquake[A];[C];2012
【Co-references】
Chinese Journal Full-text Database 10 Hits
1 Wu Xiaohan;WangLing;Zhou Qiang(State Key Laboratory for Disaster Reduction in Civil Engineering Tongji University,Shanghai 200092);STATIC TEST RESEARCH OF EQUIVALENT WIND-LOAD FOR THE MODEL OF JIAOYIN FINANCE BUILDING[J];BUILDING SCIENCE RESEARCH OF SICHUAN;1999-01
2 Wang Ling; Lu Xilin (ReSearch Institute of Engineering Structures,TOngji University, Shanghai.200092);RESEARCH ON ASEISMIC BEHAVIORS OF WEAKLY CONNECTED HIGH-RISE STRUCTURES[J];BUILDING SCIENCE RESEARCH OF SICHUAN;1999-03
3 LI Yonghua1,2,LI Siming2(1.School of Architecture and Civil Engineering,Nanchang University,Nanchang 330029,China;2.School of Civil Engineering,Tongji University,Shanghai 200092,China);Seismic response analysis of high-position isolation connected buildings[J];Sichuan Building Science;2010-01
4 Qian Peifeng(Beijing Civil Engineering Institute);ON VERTICAL SEISMIC LOAD[J];Earthquake Engineering and Engineering Vibration;1983-02
5 Liao Zhenpeng Wang Fu (Institute of Engineering Mechanics, Academia Sinica);VERTICAL SEISMIC MOTION INPUT TO STRUCTURES[J];Earthquake Engineering and Engineering Vibration;1983-02
6 Liu Ji, He Limin(Harbin Architectural and Civil Engineering Institute);ANALYSIS OF SEISMIC RESPENSE OF CHIMNEYS TO COMBINED HORIZONTAL AND VERTICAL GROUND MOTION[J];Earthquake Engineering and Engineering Vibration;1983-02
7 ZHOU Zheng-hua ,ZHOU Yong-nian, LU Tao, YANG Cheng (Harbin Institute of Technology, Harbin 150090, China; Institute of Engineering Mechanics, China Seismological Bureau, Harbin 150080, China);Study on characteristics of vertical ground motion[J];Earthquake Engineering and Engineering Vibration;2003-03
8 Geng Shuwei~(1,2),Tao Xiaxin~(1,3)(1.Institute of Engineering Mechanics,China Earthquake Administration,Harbin 150080,China; 2.College of Science and Engineering, Jinan University,Guangzhou 510632,China; 3.School of Civil Engineering,Harbin Institute of Technology,Harbin 150001,China);The ratios of vertical to horizontal acceleration response spectra[J];Earthquake Engineering and Engineering Vibration;2004-05
9 Liu Zhonghua~(1),Xiao Zhibin~(1),Qiu Tao~(1),Geng Cuizhen~(2)(1.Architectural Design and Research Institute of Zhejiang University,Hangzhou 310027,China;2.Urban Constraction of Zhejiang Shuren University,Hangzhou 310015,China);Seismic analysis of a double-tower building with a large podium at the library of a college in Baoji[J];Earthquake Engineering and Engineering Vibration;2006-03
10 HUANG Xiangyun1,2,DIAO Yunyun2,TAN Ping2,SHEN Chaoyong2(1.School of Civil Engineering,Xi'an University of Archiecture and Technology,Xi'an 710055,China;2.Earthquake EngineeringResearch &Test Center,Guangzhou University,Guangzhou 510405,China);Flexible connection design and test research in multi-tower high-rise building with corridor structure[J];Journal of Earthquake Engineering and Engineering Vibration;2007-06
China Proceedings of conference Full-text Database 1 Hits
1 Li Junhua (Anyang Architecture Design & Research Institute, Aayang 455000,China);Structure Design of Double Tower Building with Large Base and Spatial Corridor[A];[C];2006
【Secondary References】
Chinese Journal Full-text Database 8 Hits
1 LIN Wei,CHEN Shang-hong,QI Ai,HUANG Li-zhi(College of Civil Engineering,Fuzhou University,Fuzhou,Fujian 350108,China);Seismic analysis of long-span connected structures under multi-support and multi-dimensional earthquake excitations[J];Journal of Fuzhou University(Natural Science Edition);2011-06
2 Gao Leilei (CMTCC Shanghai Shisanye Construction Co.Ltd,Shanghai 201900,China);CONSTRUCTION TECHNOLOGY OF LIFTING THE OVERALL STEEL CORRIDOR BY HYDRAULIC TECHNIQUE[J];Steel Construction;2012-12
3 Liu Zhihua;Application of Hydraulic Integral Lifting Technology to Large Gantry Tower Construction[J];Building Construction;2013-04
4 WANG Hao-li,CHEN Qing-jun(State Key Laboratory of Disaster Reduction in Civil Engineering,Tongji University,Shanghai 200092,China);Comparison of Wave - Passage Effect on Large - Span Connective Structures under Different Seismic Waves[J];Journal of Jiamusi University(Natural Science Edition);2013-04
5 Yang Bo;Wang Zhiming;Sun Xun;Architectural Design & Research Institute of Southeast University Co.,Ltd.;;Structure design on large-span connected structure of complex activities center in the Eastern City of Tongling City[J];Building Structure;2013-S1
6 Chen Junru;Chen Jinke;The First Design and Research Center,Beijing Urban Engineering Design & Research Institute Co.,Ltd.;;Research on seismic performance of a multi-tower connected structure with isolation bearings[J];Building Structure;2014-05
7 Gao Leilei1,Wang Liping2(1.CMTCC Shanghai Shisanye Construction Co.,Ltd.,Shanghai 201900,China; 2.Shanghai TXMEC Technology,Shanghai 201900,China);Hydraulic Integral Hoisting Technology of Steel Corridor in Shanghai Jinhongqiao International Center[J];Construction Technology;2012-S2
8 JIANG Su-juan;MENG Yu;School of Civil Engineering,Tianjin Chengjian University;Cost-control Department,Tianjin Xeda Group Co.,Ltd;;Influence Research of Connection Ways on Vibration Characteristic of Asymmetric Three-tower Connected Structure[J];Journal of Tianjin Institute of Urban Construction;2013-04
China Proceedings of conference Full-text Database 1 Hits
1 Yang Bo,Wang Zhiming,Sun Xun (Architectural Design & Research Institute of Southeast University Co.,Ltd.,Nanjing 210096,China);Structure design on large-span connected structure of complex activities center in the Eastern City of Tongling City[A];[C];2013
【Secondary Citations】
Chinese Journal Full-text Database 1 Hits
1 Jin Feng, Zhang Chuhan, Wang Quanglun (Department of Hydraulic Engineering);A Coupling FE-BE-IBE model for structure-foundation interactions[J];Journal of Tsinghua University(Science and Technology);1993-02
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