WIND-INDUCED RESPONSE AND VIBRATION
Based on the aerodynamic model wind tunnel test, the wind-induced response of the flexible photovoltaic(PV) support array and the vibration suppression effect of the stability cable on
Most existing aeroelastic wind tunnel tests on flexible photovoltaic (PV) support structures focus on single support forms, lacking comparisons of wind-induced vibration responses between different support types and multi-zone/multi-point refined analyses.
Aeroelastic model wind tunnel tests The wind-induced vibration response of flexible PV support structure under different cases was studied by using aeroelastic model for wind tunnel test, including different tilt angles of PV modules, different initial force of cables, and different wind speeds.
The wind-induced response and vibration modes of the flexible photovoltaic (PV) modules support structures with different parameters were investigated by using wind tunnel based on elastic test model. The results show that 180° is the most unfavourable wind direction for the flexible PV support structure.
The aeroelastic model tests of flexible PV support were conducted in uniform flow. The wind velocity increased form 0 m/s and the test was stopped when a large amplitude of average displacement or dynamic response was observed. The flexible PV support structure is prone to large deformation and wind-induced vibration under wind load.
Based on the aerodynamic model wind tunnel test, the wind-induced response of the flexible photovoltaic(PV) support array and the vibration suppression effect of the stability cable on
Xu [30] and others conducted a series of wind tunnel tests on flexible PV supports and found that the torsional vibration of flexible PV supports is significant, with PV modules being most at
The wind-induced vibration response of flexible PV support structure under different cases was studied by using aeroelastic model for wind tunnel test, including different tilt angles of PV
Most existing aeroelastic wind tunnel tests on flexible photovoltaic (PV) support structures focus on single support forms, lacking comparisons of wind-induced vibration responses between
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
The wind-induced vibration response of flexible PV support structure under different cases was studied by using aeroelastic model for wind tunnel test, including different tilt angles of PV
In aeroelastic model wind tunnel tests, the mean vertical displacement of the flexible PV support structure increases with the increase of wind speed and tilt angle of PV modules.
The wind-induced response and vibration modes of the flexible photovoltaic (PV) modules support structures with different parameters were investigated by using wind tunnel based on elastic
In recent years, the proportion of flexible photovoltaic (PV) support structures (FPSS) in PV power generation has gradually increased, and the wind-induced response of FPSS has
Due to its low damping, limited structural stiffness, and complex dynamic behavior, the flexible photovoltaic (PV) bracket is prone to significant wind-induced vibrations. The aeroelastic
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