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《Sichuan Building Science》 2010-01
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Study on wind-induced vibration factor of large cantilevered roof

SHAO Lianfen(Huanghuai College,Zhumadian 463000,China)  
Against the deficiency of calculation on wind-induced vibration factor of large cantilevered roof specified by load code for the design of building structures,wind-induced vibration factor of a large cantilevered roof is calculated,adopting time domain analysis,based on finite element model and data obtained from the wind tunnel test.The regularities of wind load factor changing with wind direction is studied,and effect of different structure parameters on the wind load factor of the structure under different wind direction is also discussed.
【Fund】: 黄淮学院青年骨干教师资助计划项目
【CateGory Index】: TU312.1
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【Citations】
Chinese Journal Full-text Database 4 Hits
1 ZHANG Jian-sheng,WU Yue,SHEN Shi-zhao(School of Civil Engineering,Harbin Institute of Technology,Harbin 150090,China);Discussion on the value of the peak factor in the analysis of wind-induced vibration[J];铁道科学与工程学报;2007-01
2 Wang Heng\ Sun Bingnan\ Lou Wenjuan\ Shen Guohui(School of Civil Engineering,Zhejiang University\ Hangzhou\ 310027)Lin Shuming\ Jin Kun(Zhejiang Institute of Architectural Design & Research\ Hangzhou\ 310020);CALCULATION OF WIND-INDUCED VIBRATION FACTOR OF ROOF FOR TAIZHOU STADIUM[J];工业建筑;2005-04
3 HE Yan li, DONG Shi lin, GONG Jing hai (Space Structure Research Center, Shanghai Jiao Tong University, Shanghai, 200092);WIND RESPONSES ANALYSIS METHOD OF SPATIAL LATTICE STRUCTURES IN FREQUENCY DOMAIN WITH MODE COMPENSATION[J];空间结构;2001-02
4 HUANG Ben cai 1,WANG Guo yian 1,LIN Ying ru 2,XU Xiao ming 2 (1. Dept. of Engineering Mechanics and Technology, Tongji University, Shanghai 200092,China; 2. Shanghai Institute of Architectural Design & Research, Shanghai 200041,China) [;ANALYTICAL METHODS OF STATIC AND DYNAMIC WIND LOADING ON CANTILEVER ROOF STRUCTURES FOR STADIUM[J];空间结构;2000-03
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 WU Di;WU Yue;SUN Ying;Beijing Key Laboratory of Structural Wind Engineering and Urban Wind Environment,Beijing Jiaotong University;School of Civil Engineering,Harbin Institute of Technology;Key Lab of Structures Dynamic Behavior and Control of China Ministry of Education,Harbin Institute of Technology;;Probability distribution characteristics of extreme wind pressure for large span roofs[J];建筑结构学报;2015-03
2 LI Zhengnong;WU Huanqing;Key Laboratory of Building Safety and Energy Efficiency of Ministry of Education,Hunan University;;A study on extreme windpressure: POT model[J];地震工程与工程振动;2015-01
3 Pan Yi;Li Lingjiao;Ma Cunming;Luo Nan;School of Civil Engineering,Southwest Jiaotong University;;WIND TUNNEL TEST ON THE TERMINAL OF DAOCHENG YADING AIRPORT IN SICHUAN[J];工业建筑;2014-09
4 XU Shuai;CHEN Zhi-hua;WANG Xiao-dun;School of Civil Engineering,Tianjin University;Key Laboratory of Coast Civil Structure and Safety,MOE,Tianjin University;;Analysis of wind-induced vibration coefficient for long-span aluminum dome[J];空间结构;2014-03
5 CHENG Rui;CHEN Shui-fu;College of Civil Engi. and Architecture,Zhejiang Univ.;;STUDY ON WIND VIBRATION CHARACTERISTICS AND APPROPRIATE ANALYTICAL MODELS FOR HIGH-RISE STEEL RESIDENTIAL STRUCTURES[J];低温建筑技术;2014-02
6 Liu Wenxin;Lv Lingyi;School of Civil Engineering,Southeast University;;Identification of coherence function of wind load based on virtual excitation method[J];工程建设;2014-01
7 Zhang Jianliang;Liu Haifeng;Cao Zhenggang;Wu Yue;Zhou Guangen;Architectural Design and Research Institute,Harbin Institute of Technology;Beijing Institute of Architectural Design;School of Civil Engineering,Harbin Institute of Technology;Zhejiang Southeast Space Frame Company;;STRUCTURAL SELECTION AND DESIGN OF GYMNASIUM ROOF IN DAQING OLYMPIC SPORTS CENTER[J];工业建筑;2014-01
8 Hou Xiangyu 1 Ke Shitang 2(1.Architects and Engineers.,Ltd of Southeast University,Nanjing 210096,China;2.Department of Civil Engineering,Nanjing University of Aeronautics and Astronautics,Nanjing 210016,China);A NEW CALCULATION METHOD FOR WIND VIBRATION COEFFICIENT OFBUILDING STRUCTURES[J];工业建筑;2013-S1
9 Shi Yankui,Jiang Wei(Zhengzhou Science Research & Design Institute State Administration of Grain Reserve,Zhengzhou 450053,China);The combination method of background components resonant components、the GLF method and GBJ method calculations’ comparative analysis[J];粮食流通技术;2013-02
10 Wu Jianguo1,He Jian1,Zhang Jiansheng1,Pan Jinyan2;Wind Vibration Response Analysis of Photovoltaic Components and Bracing Frames[J];浙江建筑;2013-01
【Secondary Citations】
Chinese Journal Full-text Database 5 Hits
1 HE Yan li, DONG Shi lin, GONG Jing hai (Space Structure Research Center, Shanghai Jiao Tong University, Shanghai, 200092);WIND RESPONSES ANALYSIS METHOD OF SPATIAL LATTICE STRUCTURES IN FREQUENCY DOMAIN WITH MODE COMPENSATION[J];空间结构;2001-02
2 HUANG Ben cai 1,WANG Guo yian 1,LIN Ying ru 2,XU Xiao ming 2 (1. Dept. of Engineering Mechanics and Technology, Tongji University, Shanghai 200092,China; 2. Shanghai Institute of Architectural Design & Research, Shanghai 200041,China) [;ANALYTICAL METHODS OF STATIC AND DYNAMIC WIND LOADING ON CANTILEVER ROOF STRUCTURES FOR STADIUM[J];空间结构;2000-03
3 HUAN Peng; GU Ming; SHI Zhoncheng (Tongji University, Shanghai 200092);Discussion About the Magnitude of the factor of Peak Value in Wind Tunnel Test[J];结构工程师;1997-04
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