About What is the vibration period of the photovoltaic bracket
The wind-induced vibration response of photovoltaic structures is conducted based on a two-way FSI analysis. To simplify meshing and enhance computational convergence, this study adopts an equivalent approach for components such as solar panels and steel cables.
The wind-induced vibration response of photovoltaic structures is conducted based on a two-way FSI analysis. To simplify meshing and enhance computational convergence, this study adopts an equivalent approach for components such as solar panels and steel cables.
Results show that wind-induced vertical vibration of the PV modules increased with tilt angle but reduced with increasing cable pretension. The fluctuating displacement shows a quasi-linear increase with the square of the wind speed.
The wind-induced vibration response of photovoltaic structures is conducted based on a two-way FSI analysis. To simplify meshing and enhance computational convergence, this study adopts an equivalent approach for components such as solar panels and steel cables.
This article investigates a flexible photovoltaic bracket’s response to wind vibration. A finite element model is established using SAP2000 software for time course analysis.
Wind vibration time-history of solar panels bracket system was studied based on FSI algorithm. The analysis results showed that the wind vibration characteristic can be accurately reflected.
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