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This paper investigates the wind load characteristics of large-span flexible-support PV arrays with different tilt angles through wind tunnel pressure measurements. The results indicate that, in terms of mean wind pressure coefficient, 0° and 180° are the most unfavorable wind.
Due to its low damping, limited structural stiffness, and complex dynamic behavior, the flexible photovoltaic (PV) bracket is prone to significant wind-induced vibrations.
To investigate the wind-induced vibration characteristics of photovoltaic array tracking supports, this study uses the harmonic superposition method to simulate pulsating wind time series and, combined with fluid-structure coupling technology, analyzes the wind pressure.
This study involves the development of a MATLAB code to simulate the fluctuating wind load time series and the subsequent structural modeling in SAP2000 to evaluate the safety performance of flexible PV supports under extreme wind conditions.
To ensure the smooth installation of photovoltaic system brackets and meet design requirements, Guidance Method For The Installation Of PV System Brackets are provided, including ground-mounted, rooftop, adjustable tilt angle, floating, Building-Integrated Photovoltaics (BIPV).
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