Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《JOURNAL OF BUILDING STRUCTURES》 1999-06
Add to Favorite Get Latest Update

Research of Mean Wind Load on Jinmao Building

Huang Peng;Gu Ming;Zhang Feng;Ye Feng(Tongii University)  
In this paper, the wind tunnel experiment of pressure measurement of Jinmao Building inShanghai is introduced. The results of mean pressure coefficients, mean pressures and mean bodyshape coefficients are presented and compared with the results of Canadian experiment. Finally theinterference effects on buildings are discussed.
【Fund】: 国家杰出青年科学基金;;国家自然科学基金
【CateGory Index】: TU311.3
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 10 Hits
1 ZHANG Zhe1,2,ZHANG Meng2,CHEN Meng3(1.College of Building Engineering,Tongji University,Shanghai200092,China;2.College of Civil Engineering,Zhengzhou University,Zhengzhou450002,China;3.Zhengzhou Civil Air Defence Office,Zhengzhou450007,China);Wind load research on a gas station's canopy and the design proposal[J];Sichuan Building Science;2009-01
2 XIAO Zhengzhi1,LI Zhengliang2(1.College of Civil Engineering,Chongqing University,Shapingba District,Chongqing 400045,China; 2.Key Laboratory of New Technique for Construction of Cities in Mountain Area(Chongqing University),Ministry of Education,Shapingba District,Chongqing 400045,China);Research on Equivalent Wind Loads of UHV Transmission Tower Based on High Frequency Force Balance Tests[J];Power System Technology;2011-05
3 XIAO Zheng-zhi,LI Zheng-liang,WANG Zhi-song,YAN Zhi-tao,REN Kun (College of Civil Engineering,Chongqing University,Chongqing 400030,China);WIND-INDUCED VIBRATION ANALYSIS OF UHV TRANSMISSION TOWER BASED ON THE HFFB TESTS[J];Engineering Mechanics;2010-04
4 Jia Bin Wang Ruheng Wang Qinhua(Department of Civil Engineering,Southwest University of Science and Technology Mianyang 621010);STUDY ON WIND-INDUCED MEAN INTERFERENCE EFFECTS BETWEEN TWO RECTANGLE BUILDINGS[J];Industrial Construction;2005-S1
5 Liu Lin~1 Bai Guoliang~1 Kong Jiangtao~1 Zhao Chunlian~2 Li Hongxing~2(1.Xi'an University of Architecture & Technology,Xi'an 710055,China;2.Northwest Electric Power Design Institute,Xi'an 710032,China);STUDY ON BODY COEFFICIENT AND PILE CLUSTER EFFECT OF CONCRETE PIPE COLUMNS IN SUPPORT STRUCTURE SYSTEM OF AIR COOLED CONDENSER[J];Industrial Construction;2009-03
6 Liu Lin~1 Bai Guoliang~1 Li Xiaowen~1 Li Hongxing~2 Zhao Chunlian~2(1.Xi'an University of Architecture & Technology,Xi'an 710055,China;2.Northwest Electric Power Design Institute,Xi'an 710032,China);TEST STUDY ON WIND PRESSURE DISTRIBUTION ON WIND-BREAK WALL OF SUPPORT STRUCTURE SYSTEM OF AIR COOLED CONDENSER[J];Industrial Construction;2009-08
7 Xiao Zheng-zhi Li Zheng-liang Wang Zhi-song Yan Zhi-tao(College of Civil Engineering,Chongqing University,Chongqing 400030,China);Spatial Distribution Estimation of Wind Loads on Transmission Tower Based on High-Frequency Force Balance Tests[J];Journal of South China University of Technology(Natural Science Edition);2009-06
8 Jiang Yi,Fang Xiaodan,Wei Hong,Lai Hongtao(Arch.Design & Research Inst.South China Univ.of Tech.,Guangzhou 510641,China);Study on design wind loads of Guangzhou West-tower[J];Building Structure;2009-04
9 HONG Haibo~1,XIE Zhuangning~1,GU Ming~2(1.Department of Civil Engineering,Shantou University,Shantou 515063,China;2.State Key Laboratory for Disaster Reduction in Civil Engineering,Tongji University,Shanghai 200092,China);Wind-induced vibration response of super high-rise building in high-turbulence flow[J];Journal of Building Structures;2006-06
10 LI Shouying,CHEN Zhengqing (Wind Engineering Research Center,Hunan University,Changsha 410082,China);Investigation of wind-induced interference effects on tall buildings of Quanzhou Zhongyunzhou International Seascape Garden[J];Journal of Building Structures;2008-02
【Co-citations】
Chinese Journal Full-text Database 10 Hits
1 Li Chunxiang(Tongji University, Shanghai 200092);PRACTICAL METHOD FOR COMFORT CONTROL DESIGN OF STEEL TALL BUILDING INSTALLED WITH TLD[J];BUILDING SCIENCE RESEARCH OF SICHUAN;1999-02
2 YU Jiang-tao~1,CHEN Tong-dan~2,CHEN Jiang-xi~2(1.Research Institute for Structural Engineering and Disaster Reduction,Tongji University,Shanghai 200092,China;2.The Architecture Design Institute of Taizhou City,Zhejiang Province,Taizhou 317600,China;3.The Architecture Design & Research Institute of Tongji University,Shanghai 200092,China);Comparison between the responses of wind-induced and horizontal seismic actions in design[J];Building Science Research of Sichuan;2005-05
3 SUN Yi-gang~(1,2),WANG Meng-fu~2(1.Department of City Construction,Shaoyang College,Shaoyang 422000,China;2.College of Civil Engineering,Hunan University,Changsha 410082,China);Optimal criteria of masonry-RC wall composite structures[J];Sichuan Building Science;2006-02
4 FAN Cunxin 1,ZHANG Yi 1,TANG Heshen 2 (1.Jiangsu Key Laboratory of Structure Engineering(Suzhou University of Science and Technology),Suzhou 215011,China; 2.Research Institute of Structural Engineering and Disaster Reduction,Tongji University,Shanghai 200092,China);Analysis of wind-induced vibration response of high-rise building considering Pile-Soil-Structure Intraction(Ⅰ)[J];Sichuan Building Science;2009-06
5 FAN Cunxin1,ZHANG Yi1,TANG Heshen2(1.Jiangsu Key Laboratory of Structure Engineering(Suzhou University of Science and Technology),Suzhou 215011,China;2.Research Institute of Structural Engineering and Disaster Reduction,Tongji University,Shanghai 200092,China);Analysis of wind-induced vibration response of high-rise building considering Pile-Soil-Structure Intraction(Ⅱ)[J];Sichuan Building Science;2010-01
6 DUAN Cheng-xiao,AN Xu-wen,ZHANG Yuan-miao(School of Civil Engineering,Wuhan University,Wuhan 430072,China);Study on Reliability of Displacement Controlled of Aqueduct Structure System under Wind Load[J];Journal of Yangtze River Scientific Research Institute;2009-05
7 LU Tie-jian,LI Fang,YU Zhi-wu (School of Civil Engineering and Architecture, Central South University, Changsha 410075, China);Response analysis of random vibration of highrise frames under random ground motion[J];;2004-02
8 Sun Xiuli~1, Liang Shuting~1,Wang Qunyi~2,Jiang Yongsheng~1,Li Yuying~1(1.Key Lab of RC & PC Structures of Ministry of Education, Southeast University, Nanjing 210096, China;2.Jiangsu Province Construction Bureau, Nanjing 210005,China);Analysis of the dynamic properties of semi-rigid concrete filled steel stub frame-shear wall[J];Earthquake Engineering and Engineering Vibration;2005-03
9 DONG\ An-zheng,\ ZHAO\ Guo-fan ( State Key Lab. of Coastal and Offshore Eng., Dalian Univ. of Technol., Dalian 116024, China );Human comfort reliability analysis of tall building under wind loads[J];Journal of Dalian University of Technology;2002-04
10 Hui Zhuo Qin Weihong Lü Zhitao (College of Civil Engineering, Southeast University, Nanjing 210096);Study of Megastructure Systems[J];JOURNAL OF SOUTHEAST UNIVWRSITY(NATURAL SCIENCE EDITION);2000-04
【Co-references】
Chinese Journal Full-text Database 10 Hits
1 ZHANG Yu1,2,WANG Wenyi3,LI Zhengliang2,WANG Ruheng1,JIA Bin1,2 (1.Southwest University of Science and Technology,Mianyang 621010,China;2.Chongqing University,Chongqing 430045,China;3.School of Electronic Information Wuhan University,Wuhan 430072,China);The experimental investigation of across-wind response by aeroelastic model[J];Sichuan Building Science;2008-05
2 TONG Pang1,YAO Yong1,YANG Jiong2,LI Xue1(1.Civil Engineering College,Southwest University of Science and Technology,Mianyang 621002,China;2.China Aerodynamics Research and Development Center,Mianyang 621000,China);Numerical and experiment research on tri-component force coefficient of bridge decks with streamlined section[J];Sichuan Building Science;2010-01
3 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);Experimental study on aerodynamic force measure and interference effects on complex-shaped high-rise buildings[J];Sichuan Building Science;2011-01
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 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
6 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
7 CHEN Jun~1, XU You-lin~2 ,LI Jie~1 (1.Department of Building Engineering, Tongji University,Shanghai 200092, China; 2.Department of Civil and Structural Engineering, The Hong Kong Polytechnic University,Hung Hom, Kowloon, HongKong, China);Hilbert-Huang transform for damping ratio identification of structures with closely spaced modes of vibration[J];Earthquake Engineering and Engineering Vibration;2003-04
8 Zhao Xijiu(Harbin Institute of Large Electrical Machinery);The Hydraulic Research for Hydraulic Turbine Rehabilitation of Liuxibe Power Station[J];LARGE ELECTRIC MACHINE AND HYDRAULIC TURBINE;1996-03
9 YANG Jing-bo,LI Zheng,WANG Jing-chao(Beijing Electric Power Construction Research Instituteof SGCC,Beijing 100055,China);Prevention of Steel Tube UHV Transmission Tower Aeolian Vibration[J];Electric Power Construction;2008-09
10 WU Hai-yang,BAO Yong-zhong,YANG Yi(Central Southern China Electric Power Design Institute,Wuhan 430071,China);Analysis of Aeolian Vibration of Transmission Tower Steel Tube Member[J];Electric Power Construction;2009-09
【Secondary References】
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 LE Di1,LI Nian-ping1,SU Lin1,LI Jing2,WEI Xiao-qing1(1 College of Civil Engineering,Hunan University,Changsha 410082,China;2 China Automobile Industry Engineering Corporation,Tianjin 300190,China);Numerical simulation of wind environment in the urban areas[J];Journal of Safety and Environment;2012-03
3 SUN Bin, LOU Wen-juan, LI Heng, SHEN Guo-hui(Department of Civil Engineering, Zhejiang University, Hangzhou 310027, China);NUMERICAL SIMULATION AND WIND LOAD MITIGATION MEASURE OF WIND PRESSURE ON LONG-SPAN CANTILEVERED ROOF[J];Low Temperature Architecture Technology;2006-04
4 CHEN Yi-hua1,ZHAO Jun-feng2(1.Shanghai Construction Group Company,Shanghai 200120,China;2.Shanghai Yongrun Virescence Technology Co.Ltd.,Shanghai 200240,China);THE WIND VIBRATION ANALYSIS FOR THE LONG-SPAN STATIAL RETICULATED SHELL STRUECTURES[J];Low Temperature Architecture Technology;2008-03
5 XIAO Zhengzhi1,LI Zhengliang2(1.College of Civil Engineering,Chongqing University,Shapingba District,Chongqing 400045,China; 2.Key Laboratory of New Technique for Construction of Cities in Mountain Area(Chongqing University),Ministry of Education,Shapingba District,Chongqing 400045,China);Research on Equivalent Wind Loads of UHV Transmission Tower Based on High Frequency Force Balance Tests[J];Power System Technology;2011-05
6 YAN Zhi-tao,LI Zheng-liang(College of Civil Engineering,Chongqing University,Chongqing 400030,P.R.China);Wind tunnel tests and numerical simulation on arches'static wind loads of half-through arch bridge[J];Journal of Chongqing University;2008-09
7 ZHAO Qing-chun,PENG Xing-qian,ZHOU Xian-peng,QIAO Chang-gui (College of Civil Engineering,Huaqiao University,Quanzhou,Fujian 362021,China);Numerical simulation analysis of wind interference effects on the roof of low-rise gable-roofed buildings[J];Journal of Fuzhou University(Natural Science Edition);2008-06
8 BU Zhan-yu , LOU Wen-juan , TANG Jin-chun , XU Xing (Department of Civil Engineering, Zhejiang University, Hangzhou 310027, China);WIND-INDUCED DYNAMIC RESPONSE OF LONG-SPAN ROOF STRUCTURES IN THE CASE OF SUDDEN OPENING[J];Engineering Mechanics;2004-02
9 WU Li-li1,2,WANG Yuan-qing1,SHI Yong-jiu1 (1. Institute of Glass and Metal Structure for Architecture,Tsinghua University,Beijing 100084,China; 2. School of Architectural Engineering of Nanchang University,Nanchang,Jiangxi 330029,China);RESEARCH ON WIND-INDUCED RESPONSE BEHAVIOR OF MONOLAYER CABLE NET FOR GLASS FACADES[J];Engineering Mechanics;2007-S1
10 ZHANG Min1,2 , LOU Wen-juan1 , HE Ge-jun3 , SHEN Guo-hui1 , CHEN Shui-fu1 (1. College of Civil Engineering and Architecture, Zhejiang University, Hangzhou, Zhejiang 310027, China; 2. Department of Civil Engineering, Guilin University of Technology, Guilin, Guangxi 541004, China; 3. The Architectural Design & Research Institute, Wenzhou, Zhejiang 325000, China);NUMERICAL STUDY ON INTERFERENCE EFFECTS OF WIND LOADS ABOUT A CLUSTER OF TALL BUILDINGS[J];Engineering Mechanics;2008-01
China Proceedings of conference Full-text Database 3 Hits
1 Li zhengnong,Su Wanlin,Luo Diefeng (Key Laboratory of Building Safety and Energy Efficiency of Hunan University,Changsha 410082);Wind Tunnel Testing Research of Turbulence on Wind-induced Response of Tall Buildings[A];[C];2010
2 Ding Jiemin , Fang Jiangsheng , Wang Tianyou (The Architectural Design & Research Institute of Tongji University, Shanghai 200092, China;Department of Building Engineering, Tongji University, Shanghai 200092, China);Wind-resistant Research on Large Span Roofs of Irregular Shape[A];[C];2006
3 CHEN Lu-yu,PAN Zi-ying China Ship Scientific Research Center,,Wuxi,214082,;NUMERICAL SIMULATION OF THE WIND-LOADS ON SHIP MODULES[A];[C];2012
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved