Full-Text Search:
Home|Journal Papers|About CNKI|User Service|FAQ|Contact Us|中文
《Journal of Chongqing University(Natural Science Edition)》 2006-02
Add to Favorite Get Latest Update

Experimental Technology on Dynamic Wind Loads on a Tall Building

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)  
The wind load is a major load on tall buildings from side directions.It is of considerable necessity to building engineering that the static and dynamic wind load and the dynamic wind response can be achieved accurately.Therefore,the model of a tall building in Chongqing is made and tested in wind tunnel by using the high frequency balance used widely home and abroad at present.The characteristics of wind load are studied.This paper gives the coefficients of base force of the building produced by wind load in different wind directions,and offers reference for wind-resistant design of the building.
【CateGory Index】: TU973.213
Download(CAJ format) Download(PDF format)
CAJViewer7.0 supports all the CNKI file formats; AdobeReader only supports the PDF format.
Chinese Journal Full-text Database 9 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 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 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
5 LI Zheng-ming;The main methods and application of wind load treatment in practical engineering[J];Shanxi Architecture;2008-25
6 SUN Yi1,LI Zheng-liang1,HUANG Han-jie2,Feras Al Zoubi1,WEI Qi-ke1(1.College of Civil Engineering,Chongqing University,Chongqing 400045,China;2.China Aerodynamics Research & Development Center,Mianyang Sichuan 621000,China);Research on a super high-rise building based on the rigid model force measurement testing[J];Journal of Experiments in Fluid Mechanics;2010-04
7 YU Hui MA Ren-le HE Min-juan (Department of Building Engineering,Tongji University,Shanghai 200092,China);Analysis of Wind Induced Vibration Response for Complex High Rising Structures[J];Chinese Quarterly of Mechanics;2008-03
8 Wang Shuliang;Liang Shuguo;Zou Lianghao;School of Civil Engineering,Wuhan University;Guangdong Electric Power Design Institute;;Analysis of Wind Loads on Long-span Closed Coal Belt-conveyor Gallery Based on Wind Tunnel Force Balance Tests[J];Special Structures;2013-06
9 HUANG Peng,TAO Ling,QUAN Yong,GU Ming(State Key Laboratory of Disaster Reduction in Civil Engineering,Tongji Universiy,Shanghai200092,China);Dynamic response characteristics of super high-rise building subjected to strong wind in the complicated ambient circumstance[J];Journal of Vibration and Shock;2009-12
Chinese Journal Full-text Database 1 Hits
1 GU Ming1,ZHOU Yin1,ZHANG Feng1,XIANG Haifan1,JIANG Huancheng2 (1.Tongji University,Shanghai 200092,China;2.East China Architectural Design and Research Instirute,Shanghai200002,China);Study on Wind Loads and Wind-induced Vibration of the Jin Mao Building Using High-frequency-force-balance Method[J];JOURNAL OF BUILDING STRUCTURES;2000-04
Chinese Journal Full-text Database 10 Hits
2 WU Jin~1,,ZHANG Xin~1,ZHANG Jian-rong~2,CHEN Wei~2,Cao Xiao-lan~2(1.Hujyu group,Shanghai200000,China;2.Tongji University,Shanghai200092,China);The difference of CC-method and bonded strength method[J];Building Science Research of Sichuan;2004-04
3 YANG Ying-xiong~1,LI Zhang-zheng~1,ZHENG Hai-fang~2(1.Architecture and Environment College,Sichuan University,Chengdu610065,China;2.China No.7 Construction Engineering Bureau No.3 Company,Fuzhou350003,China);Analysis of the problem of hanging crare from the double grids[J];Building Science Research of Sichuan;2005-02
4 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
5 LI Qiang-nian~1,FANG You-zhen~(1,2),WANG Zhi-hao~3 (1.College of Civil Engineering,Lanzhou University of Technology,Lanzhou 730050,China;2.Xi'an University of Architecture & Technology,Xi'an 710055,China;3.The Fifth Design Institute of Nuclear Industry Ministries,Zhengzhou 450052,China);Mechanics property analysis of steel structural frame for advertisement billboard[J];Sichuan Building Science;2006-01
6 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
7 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
8 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
9 Chen Sili (Shanghai Xian Dai Architectural Design (Group) Co., Ltd., Shanghai 200041,China);The Application of Cast-in-Situ Hollow Concrete Floor System in the Large Span Gallery[J];Anhui Architecture;2006-02
10 LEI Zhen-yu , GUO Qing-hai ,ZHOU Shun-hua (Key Laboratory of Road and Traffic Engineering of the Ministry of Education, Tongji University, Shanghai 200092, China);Numerical Simulation for Dismantling Temporary Shoring of Large Span Tunnel With Shallow Depth Excavations[J];;2005-02
China Proceedings of conference Full-text Database 4 Hits
2 Hua Bingcan,Wang Guojian,Wang Congjun (Shanghai Xiandai Architectural Design(Group) Co.,Ltd.,Shanghai 200041);Characteristics of Wind Loads and Wind-induced Response on Jin Mao Tower Under Typhoon Matsa[A];[C];2009
3 YANG Li-guo, MAO Jun, YANG Wei JIN Xin-yang ( School of Civil Engineering and Architecture, Beijing Jiaotong University, Beijing 100044,China; Institute of Building Structures China Academy of Building Research,Beijing 100013,China);Numerical Research on the Wind Loads of the World Trade Center's Large-Span Steel Roof[A];[C];2006
4 Wang Dongcheng1、Zhang Aiying1, Dong Xuguang 1 、Yang Huichun2、Liu Huanbin1、Tang Zidong1、Wang Xintang1、Cao Jie1、Wang Jing1 (1.Climate Center of Shandong Meteorological Bureau,Jinan 250031; 2.Shandong Research and Engineer Institute of Environmental Science,Jinan 250013);Meteorology application technology studies for construction projects and development of the operation and service system[A];[C];2007
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 XU Hongtao1,YUAN Min2,PU Huanling2,LIAO Haili1(1.Wind Engineering Test and Research Center of Southwest Jiaotong University,Chengdu 610031,China;2.College of Xingtai Vocation and Technology,Xingtai 054035,China);Long-span stiffening steel truss girder aeroelastic model design method[J];Sichuan Building Science;2009-02
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 XU Xiao-yong1, ZHONG Tai-yong1, 2 (1. School of Mathematics & Computer Science, Yunnan Nationalities University, Kunming, 650031, China; 2. Dept. of Mathematics, Yunyang Teacher College, Danjiangkou 442700, China);Construction and Realization of Cubic Spline Interpolation Function[J];Ordnance Industry Automation;2006-11
6 ZHANG Jian-guo, YE Feng, GU Ming (State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China);Amplitude Characteristics of Wind Pressure on Super High-rise Buildings[J];Journal of Beijing University of Technology;2006-02
7 ZHANG Jian-sheng,WU Yue,SHEN Shi-zhao(School of Civil Engineering,Harbin Institute of Technology,Harbin 150090,China);Discussion on the value of the peak factor in the analysis of wind-induced vibration[J];Journal of Railway Science and Engineering;2007-01
8 Li Hongnan (Shenyang Architectural and Civil Engineering Institute)Lu Ming Wang Qianxin (Institute oj Engineering Mechanics, State Seismological Bureau);SIMPLIFIED ASEISMIC CALCULATION OF HIGH VOLTAGE SYSTEM CONSISTING OF LONG SPAN TRANSMISSION LINES AND THEIR SUPPORTING TOWERS[J];Earthquake Engineering and Engineering Vibration;1990-02
9 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
10 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
【Secondary References】
Chinese Journal Full-text Database 10 Hits
1 LI Zhengliang,WEI Qike,SUN Yi (College of Civil Engineering,Chongqing University,Shapingba District,Chongqing 400045,China);Influences of Mountain Topography on Response to Wind-Induced Vibration of Transmission Tower[J];Power System Technology;2010-11
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 SUN Yi1,LI Zheng-liang1,HUANG Han-jie2,CHEN Zhao-hui1,WEI Qi-ke1 (1.College of Civil Engineering,Chongqing University,Chongqing 400045,P.R.China;2.China Aerodynamics Research & Development Center,Mianyang 621000,Sichuan,P.R.China);Analysis of wind load spectrum of super tall buildings with round section in hilly terrain wind field[J];Journal of Chongqing University;2011-08
4 XIE Qiang1,2,XIE Chao1,GUAN Zheng1(1.Department of Building Engineering,Tongji University,Shanghai 200092,China;2.State Key Laboratory of Disaster Reduction in Civil Engineering,Tongji University,Shanghai 200092,China);Wind Tunnel Test on the Interference Effect on Wind Load of UHV 8-bundled Conductors[J];High Voltage Engineering;2011-09
5 GAO Yan,YANG Jingbo(China Electric Power Research Institute,Xicheng District,Beijing 100055,China);Calculation Method of Line Wind Load of Transmission Tower Structure Considering Small-Scale Topographic Features[J];Power System Technology;2012-08
6 ZHANG Chun-tao1,LI Zheng-liang1,2,FAN Wen-liang1,2,WANG Zhi-song1,2(1.School of Civil Engineering,Chongqing University,Chongqing 400045,China;2.Key Laboratory of New Technology for Construction of Cities in Mountain Area(Chongqing University),Ministry of Education,Chongqing 400045,China);STUDY ON WIND-INDUCED FATIGUE OF TRANSMISSION TOWER-LINE COUPLED SYSTEM CONSIDERING THE JOINT DISTRIBUTION OF WIND SPEED AND WIND DIRECTION[J];Engineering Mechanics;2013-03
7 XIE Qiang,YANG Jie(Department of Building Engineering,Tongji University,Yangpu District,Shanghai 200092,China);Wind Tunnel Test and Numerical Simulation on Transmission Tower-Line Coupling System[J];Power System Technology;2013-05
8 LI Heng-zhou;SONG Xi;School of Sciences,Lanzhou University of Technology;;The Influence of Sectional Parameters and End Conditions on the Vibration Performance of High-rise Structures[J];Journal of Gansu Sciences;2013-03
9 LONG Xiang1,ZHOU An1,SHENG Hong-yu1,HE Xiao-xiong2,YANG Zhi-ming1(1.School of Civil and Hydraulic Engineering,Hefei University of Technology,Hefei 230009,China;2.School of Electronic Science and Applied Physics,Hefei University of Technology,Hefei 230009,China);Experimental study of fatigue properties of K-joints of electric transmission steel tubular tower[J];Journal of Hefei University of Technology(Natural Science);2011-10
10 SHEN Guohui1,QIAN Tao2,YANG Xiaoqiang2,FANG Hongqiang2,LOU Wenjuan1(1.Department of Civil Engineering,Zhejiang University,Hangzhou 310058,China; 2.Hanjia Design Group of China,Hangzhou 310005,China);Study of wind loads on torsion shaped high-rise building with outer pierced ornament structure[J];Journal of Building Structures;2013-06
China Proceedings of conference Full-text Database 1 Hits
1 Zhao Long;MA Wen-yong;Zhao Zhen-xin;Wind Engineering Research Center,Shijiazhuang Tiedao University;Hebei Electric Power Survey and Design Institute;;AEROELASTIC MODEL DESIGN AND FACTURE OF NARROW BASE TRANSMISSION TOWER[A];[C];2014
【Secondary Citations】
Chinese Journal Full-text Database 1 Hits
1 Gu Ming Zhou Yin Zhang Feng Xiang Haifang (State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University Shanghai, 200092) Jiang Huanchen (East China Architectural Design & Research Institute Shanghai,;Experimental Studies on Wind Loads and Wind Induced Vibration of Jin Mao Building[J];JOURNAL OF VIBRATION ENGINEERING;2000-02
©2006 Tsinghua Tongfang Knowledge Network Technology Co., Ltd.(Beijing)(TTKN) All rights reserved