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《Sichuan Building Science》 2006-06
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Study of physiognomoical condition to distribution of wind load on building

JIA Bin(Department of Civil Engineering,Southwest University of Science and Technology,Mianyang 621010,China)  
The distribution regulation of wind load on the building is based of structural design,which is effected by many factors.Based on the data of the CAARC model in wind tunnel test,the distribution regulation of pressure coefficient on the building,in(turbulence) and homogeneous environment,is(introduced,)and the both laws of the varying shape coefficient with attack angle have(been)(discussed.)The results given by the paper might be a significant guide for structural design.
【CateGory Index】: TU312.1
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【Citations】
Chinese Journal Full-text Database 1 Hits
1 Wu Wengfei; Li Yike; Fu Yongzheng;ANALYZING NUMERICALLY THE WIND PRESSURE DISTRIBUTION ON BUILDING CHANGE WITH BUILDING LENGTH[J];JOURNAL OF BAOTOU UNIVERSITY OF IRON AND STEEL TECHNOLOGY;1997-01
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 REN Zhi-hong,WANG Yuan-qing,SHI Yong-jiu(Institute of Glass and Metal Structure for Architectures,Tsinghua University,Beijing100084,China);Influence of the glass mass on dynamic performance of pointsupported glass curtain wall flexible supporting system[J];Building Science Research of Sichuan;2005-01
2 Ma Qi (Anhui Institute of Building Research & Design, Hefei 230001, China);Structural Analysis and Design of Jinzhai Theater's Shell Roof[J];Anhui Architecture;2008-06
3 WANG Yuan-qing~1,ZHANG Yong~2,TAN Cheng-dong~3 (1.Department of Civil Engineering,Tsinghua University Beijing 100084,China;2.School of Civil Engineering and Architecture,Beijing Jiaotong University, Beijing 100044,China;3.China Architecture Design & Research Group,Beijing 100044,China);Frequency Domain Analysis on Wind-Induced Dynamic Responses of Arched Corrugated Steel Roof[J];Journal of Beijing Jiaotong University;2006-04
4 YAN Dachun SUN Zhili HUANG Sheng DING Wuquan CHEN Mingfu LIN Rongsheng QIU Panxiang LI Hong LIU Hanlin (Mechanics and Engineering Science Department of Peking University,Beijing,100871);Wind Tunnel Experiment on the Model of the Chinese National Grand Theatre[J];Acta Scicentiarum Naturalum Universitis Pekinesis;2001-03
5 WU Yan-feng~(1,2) SU Jing-yu~1 WANG Zhi-tao~1 WANG Wei~1 (1.Institute of Earthquake Engineering,Beijing University of Technology,Beijing 100124,China; 2.Beifang Institute of Design,Shijiazhuang 050011,China);Research on Numerical Simulation of Building under Wind Load Environment[J];Journal of Beijing University of Technology;2009-01
6 Meng Huai Jiang Liu Longquan (Chongqing Institute of Architecture and Engineering, Chongqing);Response of Tall Buildings to Stochastic Wind Loading[J];Journal of Chongqing Jiaotong University;1992-01
7 LI Dong-ping,LIU Chang-wen(Department of Mathematics,Physics and Mechanics,Central South University,Changsha 410075,China);Dynamic Response Analysis of a Giant Boat-lifting Structure Acted by Wind-force[J];Journal of Changsha Railway University;2002-02
8 LIU Jia-cheng;Aerodynamic Analysis of Compressor Surge and Countermeasures[J];Diesel Engine;2003-01
9 Han Qinghua,Chen Yue,Zeng Qinmin,Liu Xiliang(School of Civil Engineering,Tianjin University,Tianjin 300072,China);Analysis of wind-induced vibration coefficient for long-span reticulated dome[J];Journal of Earthquake Engineering and Engineering Vibration;2007-01
10 QU Weilian1,Chang C C2(1.Hubei key Laboratory of Roadway Bridge and Structure Engineering,Wuhan University of Technology,Wuhan 430070,China;2.Department of Civil Engineering,Hongkong University of Science and Technology, Hongkong,China);Unified optimizing design formulas for controlling fluctuation wind-induced swaying-torsional vibration response of tall buidings by using five kinds of passive dynamic absorbers[J];Journal of Earthquake Engineering and Engineering Vibration;2008-02
China Proceedings of conference Full-text Database 2 Hits
1 Zheng Rong-yue Jian Xiao-sheng Yu Kai-lei (Collage of Architectural,Civil Engineering and Environment,Ningbo University,Ningbo 315211,China);Failure Cause Assessment of Large Span Cable-stayed Bridge Accident during Construction Based on the ETA[A];[C];2007
2 HAO Yunhong (School of Architecture and Civil Engineering,Inner Mongolia University of Technology,Huhhot 010051,China);Disaster Causedby Windand Wind-Resistant Design of Engineering Structure[A];[C];2008
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