Wind and Structures

Volume 41, Number 2, 2025, pages 75-91

DOI: 10.12989/was.2025.41.2.075

Fully aeroelastic wind tunnel test method and determination of gust response factors in prestressed cable-supported photovoltaic array structures

Hongxin Wu, Shitang Ke, Hehe Ren, Qingge Cai, Wenxin Tian and Tongguang Wang

Abstract

Prestressed, cable-supported flexible photovoltaic (PV) arrays exhibit nonlinear aeroelastic behavior due to array interference effects, which are often oversimplified in engineering designs. This study investigates a three-span, five-row prestressed cable-supported PV array using a comprehensive aeroelastic model, which incorporates an equivalent stiffness PV section and a reduced-prestress wire rope. Additionally, a low-interference synchronous vibration and force measurement system was developed, combining an orthogonal arrangement of high-speed cameras and tensile sensors. Using the fully aeroelastic similarity model, this research systematically analyzes wind-induced self-excited vibrations in both single-span and multi-span PV arrays, while capturing the effects of array interference. The gust response factors of the cable-supported PV array were quantified, and three wind-resisting cable measures were proposed and experimentally evaluated. Results show that the fully aeroelastic model effectively captures both interference and aeroelastic effects. The measurement system enabled low interference, synchronous analysis of 3D aeroelastic responses. The cable-supported PV array maintained structural integrity across all row supports, with no critical wind velocity identified in any wind direction. The maximum recorded gust response factors were 1.371 for the single span, 1.381 at the midspan of the 3 x 5 array, and 1.376 at the side span of the 3 x 5 array. All three proposed wind-resisting measures successfully reduced vibration amplitude, achieving a maximum reduction of 6.63% in the gust response factor.

Key Words

aeroelastic modeling; cable-supported photovoltaic array; interference effects; wind-induced vibration; wind tunnel testing

Address

Hongxin Wu:1)Jiangsu Key Laboratory of Hi-Tech Research for Wind Turbine Design, Nanjing University of Aeronautics and Astronautics, Nanjing, 210016, China 2)Department of Civil and Airport Engineering, Nanjing University of Aeronautics and Astronautics, Nanjing 210016, China Shitang Ke:1)Jiangsu Key Laboratory of Hi-Tech Research for Wind Turbine Design, Nanjing University of Aeronautics and Astronautics, Nanjing, 210016, China 2)Department of Civil and Airport Engineering, Nanjing University of Aeronautics and Astronautics, Nanjing 210016, China Hehe Ren:Department of Civil and Airport Engineering, Nanjing University of Aeronautics and Astronautics, Nanjing 210016, China Qingge Cai:Department of Civil and Airport Engineering, Nanjing University of Aeronautics and Astronautics, Nanjing 210016, China Wenxin Tian:Department of Civil and Airport Engineering, Nanjing University of Aeronautics and Astronautics, Nanjing 210016, China Tongguang Wang:Jiangsu Key Laboratory of Hi-Tech Research for Wind Turbine Design, Nanjing University of Aeronautics and Astronautics, Nanjing, 210016, China