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

Author:

Wang Dawei1,Zhang Lei1,Yang Fengfu1,Yang Jinrong1,Wu Yang1,Cao Peng2ORCID

Affiliation:

1. The 54th Research Institute of China, Electronics Technology Group Corporation, Shijiazhuang 050081, China

2. Faculty of Architecture, Civil and Transportation Engineering, Beijing University of Technology, Beijing 100124, China

Abstract

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.

Funder

Square Kilometre Array Radio Astronomy Telescope Program of China

Publisher

MDPI AG

Subject

Building and Construction,Civil and Structural Engineering,Architecture

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