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