Investigation on Dynamic Response of Steel Tower Structure under Time-history Wind Load

被引：3
|
作者：
Chen, Junwu [1 ]
Li, Liang [1 ]
机构：
[1] Changan Univ, Dept Bldg Engn, Xian 710001, Peoples R China
来源：
PROGRESS IN STRUCTURE, PTS 1-4 | 2012年 / 166-169卷
关键词：
linear filter; frequency domain; space correlation; time history wind load; nonlinear dynamic analysis;
D O I：
10.4028/www.scientific.net/AMM.166-169.699
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
According to the Autoregressive Model in linear filter, the procedure, which was used to transform frequency domain to time domain, was programmed to simulate time history wind load with spatial correlation at different height of the tower by dint of numerical analysis software MATLAB. And then in virtue of the finite element software SAP2000, the nonlinear dynamic analysis to the steel structural tower under the time history wind load was made to gain the time history displacement, time history velocity and time history acceleration. Finally the comparison between static wind load displacement response and time history wind load displacement response was made to analyze the error of the static wind analysis.
引用
收藏
页码：699 / 707
页数：9
相关论文
共 50 条
  • [21] Random time dependent dynamic reliability of structure under the action of wind load
    Han, Guangdong
    Zhou, Jiaze
    Guan, Changsheng
    Li, Guiqing
    Wuhan Cehui Keji Daxue Xuebao/Journal of Wuhan Technical University of Surveying and Mapping, 1997, 22 (01): : 83 - 86
  • [22] Response control of steel-concrete composite tower of wind turbine under combined action of wind load and seismic wave
    Zhang D.
    Tang Q.
    Li T.
    Fu K.
    Peng Z.
    Yuan Z.
    Zhendong yu Chongji/Journal of Vibration and Shock, 2022, 41 (23): : 190 - 200
  • [23] DYNAMIC CHARACTERISTICS AND WIND-INDUCED RESPONSE OF A STEEL FRAME TOWER
    GLANVILLE, MJ
    KWOK, KCS
    JOURNAL OF WIND ENGINEERING AND INDUSTRIAL AERODYNAMICS, 1995, 54 : 133 - 149
  • [24] CFD wind tunnel investigation for wind loads of steel television tower with grid structure
    Wu, Peng
    Feng, Ruoqiang
    STRUCTURES, 2023, 58
  • [25] Study on dynamic response analysis and vibration control of TV tower under wind-rain load excitation
    Li, Na
    Cheng, Zhengquan
    Journal of Vibroengineering, 2024, 26 (08) : 1763 - 1782
  • [26] Probabilistic concept of critical time-history seismic load
    Concept probabiliste de chargement sismique critique temporel
    Cambier, S. (simon.cambier@edf.fr), 2005, EDP Sciences, 17 Avenue du Hoggar - BP 112, Les Ulis Cedex A, F-91944, France (06):
  • [27] Dynamic Response and Optimal Design of Radio Telescope Structure under Wind Load Excitation
    Wang, Dawei
    Zhang, Lei
    Yang, Fengfu
    Yang, Jinrong
    Wu, Yang
    Cao, Peng
    BUILDINGS, 2023, 13 (11)
  • [28] Dynamic response analysis of a precast cooling tower under seismic load
    Konderla, Piotr
    Kasprzak, Tomasz
    Prace Naukowe Instytutu Budownictwa Politechniki Wroclawskiej, 2000, (78): : 101 - 108
  • [29] Dynamic Time-History Analysis of Steel frame-Composite Steel Plate Shear Wall Structures
    Peng, Xiaotong
    Teng, Yue
    Lin, Chen
    Zhou, Ye
    PROCEEDINGS OF THE 2015 4TH INTERNATIONAL CONFERENCE ON SENSORS, MEASUREMENT AND INTELLIGENT MATERIALS, 2016, 43 : 1158 - 1161
  • [30] Design of structural vibration control of a tall steel TV tower under wind load
    He, Minjuan
    Ma, Renle
    Lin, Zhao
    INTERNATIONAL JOURNAL OF STEEL STRUCTURES, 2007, 7 (01) : 85 - 92
12345