Analysis of wind-induced vibration effect parameters in flexible cable-supported photovoltaic systems: A case study on ground anchor with steel cables

The pre-stressed flexible cable-supported photovoltaic (PV) systems (FCSPSs) are gradually becoming the preferred PV structure for large-span and mountain photovoltaic power plants. The wind-induced response of FCSPSs under negative wind conditions is more pronounced than under positive wind conditions. In this study, a series of two-way fluid-structure interaction (FSI) coupling numerical simulations are conducted to investigate the effect of ground anchors on the wind-induced vibration response of FCSPSs. Firstly, an analysis approach for wind-induced vibration coefficients of FCSPSs is established, involving model equivalency, coefficient definitions, model creation, and grid and solution settings. Secondly, modal analysis is performed on FCSPSs by varying the stiffness ratio (SR) of the ground anchor. Subsequently, changes in support reaction, ground anchor tension, translational displacement, and rotational displacement, as well as the wind field variation in the fluid domain under wind load, are evaluated for SR values ranging from 0 to 5. Finally, a quantitative evaluation of the wind-induced vibration coefficient in the FCSPS is conducted for different SR values. The results indicate that the configuration of ground anchor cables significantly mitigates the support reaction and displacement response of the FCSPS under negative wind conditions. Moreover, the stiffness ratio of the ground anchor has a relatively minor impact on wind-induced vibration coefficients (reaction force, displacement).