Dynamic Response and Optimal Design of Radio Telescope Structure under Wind Load Excitation

被引:2
|
作者
Wang, Dawei [1 ]
Zhang, Lei [1 ]
Yang, Fengfu [1 ]
Yang, Jinrong [1 ]
Wu, Yang [1 ]
Cao, Peng [2 ]
机构
[1] Elect Technol Grp Corp, Res Inst China 54, Shijiazhuang 050081, Peoples R China
[2] Beijing Univ Technol, Fac Architecture Civil & Transportat Engn, Beijing 100124, Peoples R China
关键词
wind load; radio telescope; finite element; dynamic response; optimum design; OPTIMIZATION; REFLECTOR; ANTENNA; TURBINE;
D O I
10.3390/buildings13112764
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The dynamic response of a radio telescope structure under wind load excitation significantly impacts the accuracy of signal reception. To address this issue, this study established a parametric finite element model of a radio telescope to simulate its dynamic response under wind load excitation. An improved Latin hypercube sampling method was applied in the design of experiments (DOEs) to optimize the structural dimensional parameters of various components of the radio telescope with the aim of reducing the dynamic response to wind load. A response surface model and multi-objective genetic algorithm (MOGA) were employed for multi-objective structural optimization of the radio telescope structure. The findings reveal that the thickness of the stiffening ribs, the length of the side of the square hollow pole, the thickness of the middle pole, and the inner diameter of the thin pole are the most influential structural parameters affecting the first-order frequency (F1), second-order frequency (F2), maximum deformation in the x-direction (DX), and maximum deformation in the z-direction (DZ) of the radio telescope, respectively. Optimizing the radio telescope results in a 40.00% improvement in F1 and a 24.16% enhancement in F2, while reducing DX by 43.94% and DZ by 64.25%. The study outcomes offer a comprehensive scheme for optimizing the structural dimensional parameters of various radio telescope components in regions characterized by multiple wind fields.
引用
收藏
页数:19
相关论文
共 50 条
  • [11] Dynamic response of asymmetric suspended structure subjected to random wind excitation
    Tian, Chong
    Yao, Weicang
    Pan, Yi
    Ge, Xinguang
    Xu, Changchun
    STRUCTURAL DESIGN OF TALL AND SPECIAL BUILDINGS, 2024, 33 (10):
  • [12] Dynamic Response Analysis of Composite Tether Structure to Airborne Wind Energy System under Impulsive Load
    Ha, Kwangtae
    APPLIED SCIENCES-BASEL, 2021, 11 (01): : 1 - 13
  • [13] Dynamic response analysis of the tall building under the simulated wind load
    Oh, JS
    FIRST INTERNATIONAL SYMPOSIUM ON WIND AND STRUCTURES FOR THE 21ST CENTURY, 2000, : 383 - 392
  • [14] Dynamic behavior identification of concrete bridge structure under wind load excitation based on time-domain analysis
    Jiang, Hao
    Guo, Xue-Dong
    Zhang, Yan-Hui
    Jilin Daxue Xuebao (Gongxueban)/Journal of Jilin University (Engineering and Technology Edition), 2011, 41 (05): : 1279 - 1283
  • [15] Dynamic response of reinforced masonry structure under blast load
    Tian, Yu-Bin
    Li, Zhao
    Zhang, Chun-Wei
    Baozha Yu Chongji/Explosion and Shock Waves, 2012, 32 (06): : 658 - 662
  • [16] PATH INTEGRAL SOLUTION OF NONLINEAR DYNAMIC BEHAVIOR OF STRUCTURE UNDER WIND EXCITATION
    王仲刚
    程华
    邓洪洲
    AppliedMathematicsandMechanics(EnglishEdition), 2005, (10) : 63 - 71
  • [17] Path integral solution of nonlinear dynamic behavior of structure under wind excitation
    Wang, ZG
    Cheng, H
    Deng, HZ
    APPLIED MATHEMATICS AND MECHANICS-ENGLISH EDITION, 2005, 26 (10) : 1303 - 1311
  • [18] Path integral solution of nonlinear dynamic behavior of structure under wind excitation
    Zhong-gang Wang
    Hua Cheng
    Hong-zhou Deng
    Applied Mathematics and Mechanics, 2005, 26 : 1303 - 1311
  • [19] DYNAMIC LOAD ANALYSIS OF THE TOWER STRUCTURE OF A FLOATING WIND TURBINE UNDER RANDOM WIND AND WAVE EXCITATION BY DETUNING BLADE PITCH CONTROLLER PROPORTIONAL GAINS
    Zhao Shilun
    PROCEEDINGS OF THE ASME 39TH INTERNATIONAL CONFERENCE ON OCEAN, OFFSHORE AND ARCTIC ENGINEERING, OMAE2020, VOL 9, 2020,
  • [20] Impacts of Buffeting Response of a Tied Through Arch Bridge Subjected to Excitation of Ribs under the Wind Load and Vertical Fluctuating Wind Load
    Di, Shengkui
    Wei, Yong
    Gao, Zhonghu
    ADVANCES IN ENVIRONMENTAL VIBRATION, 2011, : 418 - 424