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《Shanxi Architecture》 2006-01
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Research on the influence of atmosphere boundary to numerically simulation building

BAI Hua DING Peng-cheng ZHANG Zhe  
In this paper,the steady wind flow field of a 3D cross-sea bridge of hangzhouwan immersed into atmosphere boundary is numerically simulated based on Fluent 6.0.The surface press has been compared.The results show that the simulation is in accordance with the facts by different means to different building.
【CateGory Index】: TU312.1
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【Citations】
Chinese Journal Full-text Database 1 Hits
1 Xu Yihua,Jiang Shutong (Department of Mechanical Engineering,NanChang Institute of Aeronautical technology, NanChang 330034);Numerical Simulation of Steady Flow around 3D buildings[J];Journal of Nanchang Institute of Aeronautical Technology;2004-02
【Co-references】
Chinese Journal Full-text Database 10 Hits
1 Zhao Guogang1, Yuan Chunhua2, Wu Yuzhong 1 (1.Shanxi College of Communication Technology, Xi'an 710021,China; 2. The Second Highway Engineering Bureau of Highway-bridge Group Company, Xi'an 710065,China);The Provincial Road Line S212 Fengshan Tunnel Landslide Process[J];Anhui Architecture;2006-04
2 ZENG Yu-ping ,XU Qiang, HE Zhong-wen (Chengdu University of Technology, Chengdu 610059, China; Chinese Railway Tunnel Holidings Co. , Ltd. , Xinxiang 453000, China);CAUSE AND TREATMENT MEASURES OF A LANDSLIDE ACCIDENT AT K4+374-+381 OF NANSHAN TUNNEL[J];Geology-geochemistry;2005-03
3 DAI Fuzhong LI Zhengqian SHI Shengwei WANG Guangzhai (Exploration Technology Institute of Geology Academy of china,Chengdu 610081,China);WARNING SYSTEM OF MOLDERING IN TUNNEL[J];JOURNAL OF GEOLOGICAL HAZARDS AND ENVIRONMENT PRESERVATION;2000-02
4 YU Ning,ZHU He-hua,SU Sheng-rui (Department of Geotechincal Engineering, Tongji University, Shanghai 200092,China);ANALYSIS OF GEOLOGICAL HAZARDS AND CORRESPONDING MANAGEMENT DURING THE ROAD TUNNEL CONSTRUCTION[J];Journal of Geological Hazards and Environment Preservation;2003-02
5 XIANG Wei, R. Jaeger (Engineering Faculty, China University of Geosciences, Wuhan 430074, China; Karlsruhe University of Applied Sciences, Karlsruhe 76133, Germany);Principle of the German GPS-Based Online Control and Alarm Systems and the Application in Engineering[J];Geological Science and Technology Information;2005-S1
6 CHEN Qiunan~(①②)ZHANG Yongxing~(②)LU Qiang~③ WAN Wen~① YANG Shengquan~①(①School of Civil Engineering , Hunan University of Science & Technology, Xiangtan 411201) (②School of Civil Engineering, Chongqing University, Chongqing 400045) (③Traffic programming and Design Institute of Hunan,Changsha 410073);ANALYSIS OF COLLAPSE DISPOSAL AND ITS EFFECT AT GUANKOUYA HIGHWAY TUNNEL[J];Journal of Engineering Geology;2005-03
7 Li Shihui 1, Song Jun 2 (1. The 4th Design and Research Institute, Department of the Engineer Corps, H.Qs of the General Staff of PLA, Beijing 100850, China; 2. No.4 Department of the No.14 Railway Construction Bureau,Xinhui, Guangdong 529149, Ch;Deformation Rate Ratio Criterion (DRRC) and Its Verification in Maoshan Tunnel Excavation[J];Engineering Science;2002-06
8 JIANG Yue-hai;Treatment of Baihuashan Right Line Tunnel Collapse[J];Technocogy of Highway and Transport;2004-05
9 LI Jian-jun1, JIANG Shu-ping2, WU Ming-sheng1;Pipe Roofing Construction Technology for Treatment of Land Slip of Tuojiashan Tunnel[J];Technocogy of Highway and Transport;2005-04
10 Sun Fuxue~1,Zhu Xiuqing~2;Tunnel Project Collapse Treatment and Project Instances[J];Technology of Highway and Transport;2006-02
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