Experimental study of wind force on latticed tower

被引:0
|
作者
Zhang, Qing-Hua [1 ]
Gu, Ming [1 ]
Huang, Peng [1 ]
机构
[1] State Key Laboratory for Disaster Reduction in Civil Engineering, Tongji University, Shanghai 200092, China
来源
关键词
Turbulence - Spectroscopy - Wind tunnels - Towers;
D O I
暂无
中图分类号
学科分类号
摘要
A model of latticed tower(LT) was tested in TJ-1 wind tunnel in Tongji University using high-frequency-force-balance technique to investigate the characteristics of wind forces acting on the tower. The results indicate that the mean force coefficients have no practical variability with turbulence. Along-wind wind force is the major load on the LT for the static wind effects, and along-wind fluctuating forces are larger than across-wind fluctuating forces, but the fluctuating torsional force can be ignored. Some exiting codes and standards about mean drag coefficients were compared. Based on the analysis of power spectrum densities (PSDs) of the forces, some conclusions are drawn that incoming wind turbulence has great contribution to along-wind forces, and PSD of across-wind forces is more complicated, multiple excitations may exist. In addition, the torsional PSD is a broadband frequency spectrum, and its value is smaller than PSD values of along-wind and across-wind force. With the increase of turbulence, the torsional PSD value does not change remarkably. Furthermore, the coherence between across-wind forces and torsional moment is strong, and turbulence intensity has little influence on coherence.
引用
收藏
页码:1 / 4
相关论文
共 50 条
  • [1] Experimental research and comparative analysis on seismic performance of wind turbine frustum tower drum and latticed tower
    Li, Bin
    Yang, Xiaoyun
    Gao, Chunyan
    Jianzhu Jiegou Xuebao/Journal of Building Structures, 2013, 34 (SUPPL.1): : 161 - 166
  • [2] Experimental study on failure modes and retrofitting method of latticed transmission tower
    Xie, Qiang
    Zhang, Jian
    ENGINEERING STRUCTURES, 2021, 226
  • [3] Experimental study on wind force coefficient of a truss arch tower with multiple skewbacks
    Li, Lingyao
    He, Shichang
    He, Xuhui
    Jing, Haiquan
    ADVANCES IN STRUCTURAL ENGINEERING, 2020, 23 (12) : 2614 - 2625
  • [4] Comparative study on disturbance properties of tubular latticed and pipe tower on wake of wind turbines
    Liu, Haifeng
    Zhu, Binrong
    Zhang, Hongjie
    Liu, Yaduo
    Hu, Danmei
    Sun, Bin
    Taiyangneng Xuebao/Acta Energiae Solaris Sinica, 2019, 40 (07): : 2036 - 2044
  • [5] Experimental Study on the Mechanical Behavior and Failure Mechanism of a Latticed Steel Transmission Tower
    Xie, Qiang
    Sun, Li
    JOURNAL OF STRUCTURAL ENGINEERING, 2013, 139 (06) : 1009 - 1018
  • [6] Experimental study of the wind forces on rectangular latticed communication towers with antennas
    Carril, CF
    Isyumov, N
    Brasil, RMLRF
    JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 2003, 91 (08) : 1007 - 1022
  • [7] Static Behavior Study for Latticed Concrete-filled Steel Tubular Wind Turbine Tower Joints
    Li, Bin
    Qiao, Ming
    Gao, Chunyan
    PROGRESS IN STRUCTURE, PTS 1-4, 2012, 166-169 : 553 - 558
  • [8] An Experimental Study for Efficient Design Parameters of a Wind Power Tower
    Cho, Soo-Yong
    Choi, Sang-Kyu
    Kim, Jin-Gyun
    Cho, Chong-Hyun
    JOURNAL OF THE KOREAN SOCIETY FOR AERONAUTICAL AND SPACE SCIENCES, 2018, 46 (02) : 114 - 123
  • [9] Experimental study on wind loading on a complicated group-tower
    Gu, Ming
    Huang, Peng
    Tao, Lin
    Zhou, Xuanyi
    Fan, Zhong
    JOURNAL OF FLUIDS AND STRUCTURES, 2010, 26 (7-8) : 1142 - 1154
  • [10] Experimental study on mechanical behavior of wind turbine frustum tower
    Li, Bin
    Gao, Chunyan
    Sun, Hailei
    ADVANCES IN CIVIL STRUCTURES, PTS 1 AND 2, 2013, 351-352 : 275 - 279