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《Progress in Steal Building Structures》 2005-03
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Large-span Structural Design of Ningbo International Conference & Exhibition Center

FAN Zhong,WANG Chun-guang,YOU Tian-zhi(China Architecture Design & Research Group,Bejing 100044,China )  
The supporting conditions for the large span roof of Main Hall in Ningbo International Conference Exhibition Center are very complicated, and the response of the structure subjected to wind loads is significant. The distribution of wind pressure on the roof is determined by wind tunnel approach. The method that the hollow sections of structural members are filled with concrete for counteracting a part of up-ward wind forces is innovated and presented. Special bearing-devices are adopted for overcoming differential displacements between the bearings that are fixed on the tops of the five independent buildings and several cantilever columns extended from ground level. The spatial trusses using hollow section steel are introduced at the roofing structures of Small Hall, Eastern Hall, and West Hall. The trapezoid and triangle cross-sections are used for the main trusses and sub-trusses respectively. Built-up columns that consist of four-steel pipes, batten beams and diagonal cable bracings are arranged at the interior of the exhibition halls for reducing span of the roof structures so that it can have much lower material cost compared to without interior columns. For satisfying the requirement of thermal deformation on the large-span roofs, the bearings that consist of rubber-bonded-to-metal pads and Teflon-sliders are applied properly.
【CateGory Index】: TU393.3
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【References】
Chinese Journal Full-text Database 1 Hits
1 WU Zhe-hua1,2,HE Li-bo2,XU Guo-ping2,ZHOU Hong2,Liu Zhong-hua3(1.Department of Civil Engineering,Tongji University,Shanghai 200092,China;2.Ningbo Architectural Design & Research Institute,Ningbo 315010,China;3.Zhejiang Jingong Steel Structural Co.Ltd.,Ningbo 312000,China);Structural Design of Steel-pipe Truss for Passenger Station[J];Journal of Ningbo University(Natural Science & Engineering Edition);2006-03
【Co-references】
Chinese Journal Full-text Database 10 Hits
1 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
2 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
3 HUANG Kehua(Guangxi Polytechnic of Construction,Nanning 530003,China);Study on vibration control of dampers used in connected structure[J];Sichuan Building Science;2008-03
4 ZHANG Yi-gang, LIANG Hai-tong ( Research Center of Space Structure, College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100022, China );Semi-active Control Strategy of Double Layer Cylindrical Lattice Shell Replacing Controllable Chords[J];Journal of Beijing Polytechnic University;2003-03
5 XUE Su-duo, ZHOU Qian ( College of Architecture and Civil Engineering, Beijing University of Technology, Beijing 100022, China );Seismic Isolation of SMA-rubber Bearings in Spatial Lattice Shells[J];Journal of Beijing Polytechnic University;2004-02
6 Lu Tiejian(Civil Architectural Engineering College,Changsha Railway University,Changsha, 410075);Seismic Analysis of Torsionally-Coupled Tall Buildings[J];JOURNAL OF CHANGSHA RAILWAY UNIVERSITY;1997-04
7 FAN Feng; SHEN Shi-zhao (Harbin University of Civil Engineering and Architecture);Vibration reducing analysis and experimental study of viscous damper on reticulated shells[J];EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION;2000-01
8 GUO An-xin, XU You-lin, Wu Bo (School of Building Engineering, Harbin Institute of Technology, Harbin, 150090; Department of Civil and Structural Engineering, The Hong Kong Polytechnic University, Hong Kong);Nonlinear Stochastic Seismic Response Analysis of Adjacent Buildings Linked by Viscoelastic Dampers[J];Earthquake Engineering and Engineering Vibration;2001-02
9 QU Wei-lian XU You-lin ( The Wuhan University of Technology. Wuhan 430070; The Hong Kong Polytechnic University);Semi- active control for earthquake responses of reticulated shells with ER/MR smart dampers[J];Earthquake Engineering and Engineering Vibration;2001-S1
10 DONG Jun 1,LIU Wei qing 1,WAN Shu guang 1,LANG Zong jian 1,YIN Shi gong 2, ZHOU You gen 2,XUE Yan tao 3,WEI Cheng ji 3 (1. College of Civil Engineering, Nanjing University of Technology, Nanjing 210009, China; 2. Jiangsu Architectural Design and Research Institute, Nanjing 210029, China; 3. China Academy of Building Research, Beijing100013, China);Nonlinear time-history analysis of base-isolated Suqian City Gymnasium[J];Earthquake Engineering and Engineering Vibration;2002-06
【Secondary References】
Chinese Journal Full-text Database 1 Hits
1 SHAO Zhi-min1,LIU Wei2,JIANG Bin1(1.Heilongjiang Provincial Institute of Architectural Design and Research,Harbin 150008,China;2.Department of Astronautics and Mechanics,Harbin Institute of Technology,Harbin 150001,China);STRUCTURAL DESIGN OF CHSS STEEL TRUSS IN A SPORTS CENTER[J];Low Temperature Architecture Technology;2009-05
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