Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《Journal of Building Structures》 2006-01
Add to Favorite Get Latest Update

Amplitude characteristics of wind loads on typical super-tall buildings

GU Ming~1,YE Feng~2,ZHANG Jianguo~1(1.State Key Laboratory for Disaster Reduction in Civil Engineering,Tongji University,Shanghai 200092,China;2.Shanghai MagLucky Engineering Consultation Co.Ltd,Shanghai 201204,China)  
In this paper,10 typical super-tall building models were tested in a wind tunnel to measure the mean and fluctuating wind pressure distributions.The mean and RMS coefficients of the drag,lift and torsion momemt on the measuring layers were then obtained from the wind pressures.The variations of these coeffieints with wind direction are investigated,and the effects of the aspect ratio and side ratio of cross-section of the square and rectangular buildings on the wind loads are also discussed.The results show that the wind loads on the other three kinds of buildings,i.e.the buildings with triangular,square with four corners cut off and Y-shaped cross-sections are less than those on the square and rectangular buildings;the increasement of the aspect ratio of the square buildings results in the increase of the RMS coefficient of the lift;with the augmentation of the side ratio of the rectangular buildings,the mean and RMS coefficients of the drag decrease and the RMS coefficients of the lift increase;the terrain condition has less effect on the mean wind forces acting on the buildings,while the RMS fluctuating wind forces in the terrain category D are generally larger than those in terrain category B.
【Fund】: 国家创新研究群体科学基金(50321803);; 教育部“高等学校骨干教师资助计划”资助项目
【CateGory Index】: TU973.213
Download(CAJ format) Download(PDF format)
CAJViewer7.0 supports all the CNKI file formats; AdobeReader only supports the PDF format.
【References】
Chinese Journal Full-text Database 8 Hits
1 GU Ming,YE Feng(State Key Laboratory for Disaster Reduction in Civil Engineering,Tongji University,Shanghai 200092,China);CHARACTERISTICS OF WIND INDUCED RESPONSES AND EQUIVALENT STATIC WIND LOADS OF TALL BUILDINGS[J];Engineering Mechanics;2006-07
2 *GU Ming,YE Feng(State Key Laboratory for Disaster Reduction in Civil Engineering,Tongji University,Shanghai 200092,China);SIMPLIFIED ANALYSIS METHOD FOR WIND INDUCED RESPONSES OF TALL BUILDINGS[J];Engineering Mechanics;2006-08
3 GU Ming~1,YE Feng~2(1.State Key Laboratory for Disaster Reduction in Civil Engineering,Tongji University,Shanghai 200092,China;2.Shanghai MagLucky Engineering Consultation Co.Ltd,Shanghai 201204,China);Frequence domain characteristics of wind loads on typical super-tall buildings[J];Journal of Building Structures;2006-01
4 QIAN Ruo-jun1,DONG Shi-lin2,YUAN Xing-fei2 (1.Department of Civil Engineering,Tongji University,Shanghai 200092,China;2.Space Structures Research Center,Zhejiang University,Hangzhou 310027,China);Advances in research on fluid-structure interaction theory[J];Spatial Structures;2008-01
5 GU Ming1,TANG Yi1,2,QUAN Yong1(1.Sate Key Laboratory of Disaster Reduction in Civil Engineering,Tongji University,Shanghai 200092,China;2.China Academy of Building Research,Beijing 100013,China);Basic characteristics of torsional fluctuating wind force on rectangular super-tall buildings[J];Journal of Building Structures;2009-05
6 SUN Cuilian1,2 ZHAO Mingyang2 WANG Hongguang2(1.Department of Automation,Tsinghua University,Beijing 100084;2.State Key Laboratory of Robotics,Shenyang Institute of Automation,Chinese Academy of Science,Shenyang 110016);Structural Parameters Optimization of a Navigating Inspection Robot under the Wind Load[J];Journal of Mechanical Engineering;2010-07
7 ZHANG Jianguo,GU Ming(State Key Laboratory for Disaster Reduction in Civil Engineering,Tongji University,Shanghai 200092,China);Distribution of Background Equivalent Static Wind Load on High-Rising Buildings[J];Journal of Tongji University(Natural Science);2008-03
8 GU Ming1,TANG Yi1,2,QUAN Yong1(1.Sate Key Laboratory for Disaster Reduction in Civil Engineering,Tongji University,Shanghai 200092,China;2.China Academy of Building Research,Beijing 100013,China);Fluctuating force of across-wind acting on rectangular super-tall buildings.partⅠ: basic characteristics[J];Journal of Vibration and Shock;2010-06
China Proceedings of conference Full-text Database 1 Hits
1 PENG Xingqian,QIAO Changgui,LIU Chunyan,GAO Zhifei (College of Civil Engineering,Huaqiao University,Quanzhou,362021,China);Study of Static Wind-induced effects on Residential Complex——Analysis about the Spacing Factor[A];[C];2009
【Citations】
Chinese Journal Full-text Database 1 Hits
1 ZHOU Xuan-yi,GU Ming (State Key Laboratory for Disaster Reduction in Civil Engineering,Tongji University,Shanghai 200092,China);Optimization of Dynamic Pressure Measurement of Single-channel Tubing Systems[J];Journal of Tongji University;2003-07
【Co-citations】
Chinese Journal Full-text Database 9 Hits
1 KANG Ji-wu1,NIE Guo-jun2,QIAN Ruo-jun1(1.School of Civil Engineering,Tongji University,Shanghai 200092,China;2.School of Aemspace Engineering and Applied Mechanics,Tongji University,Shanghai 200092,China);Present state and perspectives of wind resistance studies on long-span structures[J];Spatial Structures;2009-01
2 YANG Yan-jing,CHEN Qing-song,CAI Feng,GU Zhi-fu (Department of Mechanics and Engineering Science,Peking University,Beijing 100871,China);Research on frequency response of tube pressure measurement system[J];Journal of Experiments in Fluid Mechanics;2006-02
3 ZHOU Xuan-yi,GU Ming (State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China);Parametric Analysis of Parallel Tube-Manifold System in Wind Tunnel Test[J];Journal of Tongji University;2005-08
4 GU Ming~1,YE Feng~2(1.State Key Laboratory for Disaster Reduction in Civil Engineering,Tongji University,Shanghai 200092,China;2.Shanghai Maglucky Engineering Consultation Co.Ltd.,Shanghai 201204,China);Characteristics of Wind Pressure Amplitude on Super-Tall Buildings[J];Journal of Tongji University(Natural Science);2006-02
5 YE Feng,GU Ming(State Key Laboratory Disaster Reduction in Civil Engineering,Tongji University,Shanghai 200092,China);Frequency Characteristics of Wind Pressure on Super-Tall Buildings[J];Journal of Tongji University(Natural Science);2006-03
6 ZHOU Xuanyi1,GU Ming1,HUANG Youqin1,SHANG Chengzhi2 (1.State Key Laboratory for Disaster Reduction in Civil Engineering,Tongji University,Shanghai 200092,China;2.East China Architectural Design & Research Institute Co.Ltd,Shanghai 200041,China);Wind-Induced Responses of a Stadium Canopy Roof Based on Non-Steady Wind Pressure[J];Journal of Tongji University(Natural Science);2008-11
7 PAN Junjun1,LI Fanghui1,2,GU Ming1,ZHANG Aishe1(1.State Key Laboratory for Disaster Reduction in Civil Engineering,Tongji University,Shanghai 200092,China;2.School of Architectural Engineering,Heilongjiang University,Harbin 150086,China);Mean Wind Pressure Characteristics on Saddle Roof with or Without Enclosed Wall Under Different Terrain Conditions[J];Journal of Tongji University(Natural Science);2009-06
8 GU Ming1,LI Fanghui1,2,PAN Junjun1,3,ZHANG Aishe1(1.State Key Laboratory for Disaster Reduction in Civil Engineering,Tongji University,Shanghai 200092,China;2.School of Architectural Engineering,Heilongjiang University,Harbin 150086,China;3.Shanghai Xian Dai Architectural Design(Group) Co.,Ltd.,Shanghai 200041,China);Fluctuating Wind Pressure Characteristics on Saddle Roof with and Without Enclosed Wall Under Different Terrain Conditions[J];Journal of Tongji University(Natural Science);2010-07
9 ZHOU Xuan-yi1,GU Ming1,MA Wen-yong1,FAN Zhong 2(1.State Key Laboratory for Disaster Reduction in Civil Engineering,Tongji University,Shanghai 200092,China;2.China Architecture Design & Research Group,Beijing 100044,China);Wind-induced responses of multi-tower structure[J];Journal of Vibration Engineering;2008-04
China Proceedings of conference Full-text Database 1 Hits
1 ZHOU Xuan-yi1, GU Ming1, HUANG You-qin1, SHANG Cheng-zhi 2, HUANG Peng1 (1. State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China; 2. East China Architectural Design & Research Institute CO.LTD , Shanghai 200041, China);Analysis on Wind-induced Responses of a Stadium Canopy Roof[A];[C];2007
【Co-references】
Chinese Journal Full-text Database 10 Hits
1 Ou Jinping and Wang Yongfu (Research Institute of Engineering Science and Technology, Harbin University of Architecture and Engineering);WIND INDUCED VIBRATION ANALYSES AND DESIGN METHODS OF TALL BUILDINGS WITH TUNED MASS DAMPERS OR TUNED LIQUID DAMPERS[J];Earthquake Engineering and Engineering Vibration;1994-02
2 DAI Jun wu 1, 2 , ZHANG Min zheng 2, Yue lung WONG 3 (1, Harbin Institute of Technology, Harbin 150001,China; 2, Institute of Engineering Mechanics, China Seismological Bureau, Harbin 150080, China; 3, The Hong Kong Polytechnic University, Hunghom, Hong Kong);Discussion on several basic parameters in study of seismic torsional effects of asymmetric structures[J];Earthquake Engineering and Engineering Vibration;2002-06
3 LIANG Shu-guo , LIU Sheng-chun , ZHANG Liang-liang ,WANG Qi-zhi ,LUO Yong-ning, FU Xiao-li (School of Civil and Building Engineering, Wuhan University , Wuhan 430072,China; China Aerodynamic Research and Development Center, Mianyang 621000,China);Analytical model of torsional dynamic wind loads on rectangular tall buildings[J];Earthquake Engineering and Engineering Vibration;2003-03
4 Liang Jianqing,Ou Jinping(Shenzhen Graduate School,Harbin Institute of Technology,Shenzhen 518055,China);Lateral buffeting control of long-span cable-stayed bridge deck by viscous dampers[J];Earthquake Engineering and Engineering Vibration;2006-01
5 Long Fuxing; Zhang Xu; Gu Ping; Yao Jin(Harbin University of Civil Engineering and Architecture);PROBLEMS IN SEISMIC RESPONSES OF STRUCTURES UNDER THE CONTROL OF TUNED MASS DAMPERS(TMD)[J];EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION;1996-02
6 Zhou Yun (South China Construction University,Guangzhou,510405,China)Xu Zhaodong Zhao Hongtie (Xi'an University of Architecture and Technology);STUDY ON BEHAVIOR,ANALYTICAL METHODS AND APPLICATION OF VISCOELASTIC STRUCTURE[J];EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION;1998-03
7 Engineering Mechanics Institute, DIT) Lin Jiahao;Computation of Random Response of 0ffshore Platform to Irregular Waves and Its Implementation in the Program DASOS-J[J];;1986-02
8 Zhou Fengyu , Wu Aiguo , Li Yibin , Wang Jidai , Liang Zize ( Shandong University, Jinan 250061, China) ( Tianjin University, Tianjin 300072, China)( Shandong University of Science and Technology, Jinan 250031, China) ( Institute of Automation, Chinese Academy of Sciences, Beijing 100080, China);DEVELOPMENT OF A MOBILE ROBOT FOR INSPECTION OF HIGH VOLTAGE OVERHEAD POWER TRANSMISSION LINES[J];Automation of Electric Power Systems;2004-23
9 ZHANG Liang-liang~1,WU Yun-fang~1,YU Yang~2,LI Zheng-liang~1(1.College of Civil Engineering,Chongqing University,Chongqing 400030,China;2.23rd Engineering Group of China Railway,Sichuan Chengdu 610031,China);Experimental Technology on Dynamic Wind Loads on a Tall Building[J];Journal of Chongqing University(Natural Science Edition);2006-02
10 ZHOU Yin; GU Ming; JIANG Huan-cheng; HUA Bing-can (1. Department of Bridge Engineering, Tongji University, Shanghai 200092,2. Chinese Eastern Architectural Design and Research Institute, Shanghai 200002);MODE SHAPE CORRECTIONS FOR AERODYNAMIC MODEL OF TALL BUILDINGS[J];Engineering Mechanics;1999-04
【Secondary References】
Chinese Journal Full-text Database 10 Hits
1 WANG Zhi-song,LI Zheng-liang,XIAO Zheng-zhi,REN Kun(College of Civil Engineering,Chongqing University,Shapingba District,Chongqing 400045,China);Equivalent Along-Wind Direction Static Wind Load of Transmission Tower for 1 000 kV Double Circuit Transmission Lines on Same Tower[J];Power System Technology;2009-14
2 WANG Xu,SHAO Xin-gang (College of Civil Engineering,Hebei University of Engineering,Handan 056038,China);Research on seismic response analysis of steel frames[J];Journal of Hebei University of Engineering(Natural Science Edition);2009-01
3 LI Xin WANG Lin TANG Bai-jian;Study on the mega-structure suspension steel structure residence[J];Shanxi Architecture;2008-26
4 GU Ming1,TANG Yi1,2,QUAN Yong1(1.Sate Key Laboratory of Disaster Reduction in Civil Engineering,Tongji University,Shanghai 200092,China;2.China Academy of Building Research,Beijing 100013,China);Basic characteristics of torsional fluctuating wind force on rectangular super-tall buildings[J];Journal of Building Structures;2009-05
5 SU Bo1,QIAN Ruo-jun2,YUAN Xing-fei3(1.Faculty of Science,Jiangsu University,Zhenjiang 212013,China;2.College of Civil Engineering,Tongji University,Shanghai 200092,China;3.College of Civil Engineering and Architecture,Zhejiang University,Hangzhou 310058,China);Advances in research on theory and method of data exchange on coupling interface for FSI analysis[J];Spatial Structures;2010-01
6 WANG Chunjiang~(*,2) LI Xiangmin~+ CHEN Feng~* *(Department of Civil Engineering,Shanghai Jiaotong University,Shanghai 200240,China) +(Shanghai Key Laboratory of New Technology Research on Engineering Structure,SRIBS,Shanghai 200032,China);MULTI-PARAMETER ANALYSIS OF FLUID-STRUCTURE INTERACTION OF LONG SINGLE CABLE STRUCTURES[J];Mechanics in Engineering;2010-02
7 Lu Zhongdong1,Wu Guangqiang1,Yin Xuexian2,Gu Wenqing2(1.Tongji University;2.Shanghai Sachs Powertrain Components Systems Co.,Ltd.);Study on Fluid-solid Interaction of Torque Converter[J];Automobile Technology;2009-02
8 Gu Ming~1 Ye Feng~2(1.Tongji University,Shanghai 200092,China;2.Shanghai MagLucky Engineering Consultation Co.Ltd.,Shanghai 201204,China);Characteristics and computational model of across-wind load of tall buildings[J];China Civil Engineering Journal;2006-02
9 Zhou Xiangyang1 Liang Shuguo2 Zhang Qilin1 (1.Tongji University, Shanghai 200092, China; 2. Wuhan University, Wuhan 430072, China);Analysis of wind-induced dynamic response of the steel roof of Wuhan Gymnasium[J];China Civil Engineering Journal;2008-05
10 Gu Ming Zhang Jianguo(Tongji University,Shanghai 200092,China);Coherence analysis of along-wind fluctuating loads on high-rise buildings[J];China Civil Engineering Journal;2008-11
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved