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《Sichuan Building Science》 2010-05
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Numerical simulation of wind pressures and environment around twin twoers

WU Kun1,ZHANG Zhaoming2,XIE Lin3 ( 1. Nantong University,Nantong 226007,China; 2. Nanjing University of Aeronautics and Astronautics,Nanjing 210016,China; 3. Hainan Marine Development Plan and Design Institute,Haikou 570125,China)  
The contour of its surface wind pressure is draw by the result of dynamic pressure measure in building and the characteristics of wind pressure distribution is analysis. It indicates that the numerical simulation well predicts the time-averaged streamline and wind pressure distributions. The streamline distribution especially the number and scale of the vortices,and the pressure distribution are changed significantly because adjacent building interferes.
【CateGory Index】: TU312.1
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Chinese Journal Full-text Database 1 Hits
1 FENG Su, JIN Jiang (School of Architecture Engineering, Nantong University, Nantong 226007, China);Simulation of Fluctuating Wind Load on High Rise Tower and Analysis of Wind-induced Vibration Response[J];Journal of Nantong University(Natural Science);2007-01
Chinese Journal Full-text Database 10 Hits
1 XIONG Yao,WANG Ruheng,TONG Wei(Civil Engineering College,Southwest University of Science and Technology,Mianyang 621002,China);Application and research on wind load of tall building[J];Sichuan Building Science;2007-04
2 WANG Chengqi1,LI Zhengliang1,YAN Zhitao1,ZHANG Xunbin2,QI Renjun2,ZHANG Jian3(1.Department of Civil Engineering,Chongqing University,Chongqing 400045,China;2.Chongqing Jiangbeicheng Investment Development Co.,Ltd.,Chongqing 400020,China;3.East China Architectural Design & Research Institute Co.,Ltd.,Shanghai 200002,China);Numerical simulation application in the wind tunnel test on Chongqing Grand Theater model[J];Sichuan Building Science;2008-01
3 LI Na,HAN Qinghua (School of Civil Engineering,Tianjin University,Tianjin 300072,China);Parametric analysis of wind-induced vibration response for suspendome structure[J];Sichuan Building Science;2008-01
4 ZHOU Mei(Headquarters of building school,Southwest Jiaotong University,Chengdu,Sichuan 610031,China);Study on the wind gust loading factors for huge cylinder gas tank[J];Journal of Anhui Institute of Architecture & Industry(Natural Science);2009-01
5 LIU Chang-you1,2,SUN Chang-lin1(1.School of Civil Engineering,Hefei University of Technology,Hefei 230009;2.Anqing Teachers College,Anqing 246133,China);Numerical Simulation of Wind Environment in One Residential District[J];Journal of Anqing Teachers College(Natural Science Edition);2009-01
6 LIN Wen-quan,ZHU Er-yu(School of Civil Engineering and Architecture, Beijing Jiaotong University, Beijing 100044,China);Different Sway Modes' Influence to the Lattice Steel Tower[J];Journal of Northern Jiaotong University;2005-04
7 BAI Quan,ZHU Fu-sheng,KANG Yu-mei(School of Resource and Civil Engineering,Northeastern University,Shenyang,Liaoning,110004,China);Research into the Numerical Simulation of Wind Velocity Histories[J];Journal of Liaoning Institute of Science and Technology;2006-01
8 YIN Peng 1, LI Li 1, HU Liang-xia 2 1 School of Civil Engineering and Mechanics, Huazhong University of Science and Technology, Wuhan 430074, P. R. China 2 Wuhan Shui On Tiandi Property Development Co.,Ltd.,1507 Zhongshan Avenue, Wuhan 430010, P. R. China;Wind-induced vibration control of long-span power transmission towers[J];重庆大学学报(英文版);2009-02
9 REN Jun~(1), TENG Jun~(2), YE Lie-ping~(1)(1.Shenzhen Graduate School, TsingHua University, Shenzhen 518057, China; 2.ShenzhenGraduate School, Harbin Institute of Technology, Shenzhen 518057, China);Research on vibration control of hybrid mass damper for Diwang Tower under wind loading[J];Earthquake Engineering and Engineering Vibration;2003-06
10 XUE Suduo1,2,SONG Yanjie1,LI Xiongyan1(1.The College of Architecture and Civil Engineering,Beijing University of Technology,Beijing 100022,China;2.Key Lab of Urban Security and Disaster Engineering,MOE,Beijing 100022,China);Analysis of wind-induced responses of canopy stadium structures based on time-history of wind velocity[J];Journal of Earthquake Engineering and Engineering Vibration;2007-05
China Proceedings of conference Full-text Database 7 Hits
1 Ni Xinyun,Pan Ziying (China Ship Scientific Research Center,Wuxi Jiangsu 214082,China);The flow field analysis of SSCVⅡSemi-submersible crane platform by numerical simulation[A];[C];2009
2 Gu Lei~1,Qi Hongtuo~1,Liu Hongjun~1,Fu Xueyi~2 (1 Harbin Institute of Technology Shenzhen Graduate School,Shenzhen 518055,China; 2 China Construction Design International,Shenzhen 518033,China;);Numerical Simulation on Wind Load Characteristics for Olympics Green Tennis Centre[A];[C];2009
3 Zhang Zhe,Cao Guofeng,Li Yaming (Xian Dai Architectural Design Group,Shanghai Institute of Architectural Design & Research Co.,Ltd.,Shanghai 200041,China);Study on Figuration Coefficients of Curved-reticulated Shells under Wind Load[A];[C];2009
4 Hua Bingcan,Wang Congjun,Yu Yusheng,Sun Haidong (Shanghai Xian Dai Architectural Design(Group) Co.,Ltd,Shanghai,200041 );Wind-induced Torsion and its Structure Wind-resistant Design on Shanghai BM Building Plaza[A];[C];2009
5 Zhou Ying,Zhang Qilin (Tongji University,Shanghai 200092,China);Numerical Simulation of Fluid-structure Interaction for Wind Pressure Distribution on a Platform Membrane Roof[A];[C];2010
6 Pei Yongzhong~(1,2),Kou Yantao~2,Shi Yongjiu~1,Xu Qingyang~3,Li Aiqun~3 (1.Tsinghua University,Beijing 100084; 2.China Aeronautical Project and Design Institute,Beijing 100011; 3.Dongnan University,Nanjing 210024);Wind-induced dynamic response analysis by time-domain method of a380 large-span hangar[A];[C];2008
7 H.H.Li~1,J.P.Ou~(1,2) (1.School of Civil Engineering,Harbin Institute of Technology,Harbin 150090,China; 2.School of Civil and Hydraulic Engineering,Dalian University of Technology, Dalian 116023,China);Analysis for the characteristics of typhoon fieldbased on measured data[A];[C];2008
【Secondary Citations】
Chinese Journal Full-text Database 3 Hits
1 Cai Danyi Li Aiqun Zhang Zhiqiang Cheng Wenrang(College of Civil Engineering, Southeast University Nanjing 210096);SIMULATION OF FLUCTUATING WIND LOAD ON HIGH-RISE TOWER AND ANALYSIS OF WIND-INDUCED RESPONSE[J];Industrial Construction;2001-04
2 Qu Weilian Li Bo Zhou Qiang Prof.,School of Civil Engineering & Architecture, WUT, Wuhan 430070,China.;A Survey of Wind Responses and Control of Guyed Mast[J];Journal of Wuhan University of Technology;2002-11
3 CHEN Bo,QU Wei lian (School of Civil Engineering and Architecture,WUT,Wuhan 430070, China);Dynamic Characteristics and Wind-induced Response Analysis of High-rise TV Tower[J];Journal of Wuhan University of Technology;2004-02
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