The invention provides a two-dimensional wind-induced vibration coefficient calculation method for an ultra-standard oversized
cooling tower. The method comprises the steps of a, building a geometric model, wherein the full-size geometric model of the
cooling tower and a computational domain of a flow field where the
cooling tower is located are built based on the actual size of the cooling
tower; b,
mesh generation, wherein the computational domain is divided into grids by means of the local
cipher technique; c, numerical
simulation computation, wherein a turbulence model is selected, boundary conditions are set, and numerical wind tunnel
simulation analysis is conducted to obtain
tower tube outer surface wind pressure time interval; d, solving wind-induced response, wherein a finite
element model of the cooling
tower is built, and wind-induced dynamic response of the cooling tower is analyzed; e, computing a wind-induced vibration coefficient, wherein the tower tube two-dimensional wind-induced vibration coefficient is computed based on structural
response time interval; f, analysis fitting, wherein fitting of the tower tube wind-induced vibration coefficient is conducted based on a nonlinear least square principle, and finally a two-dimensional wind-induced vibration coefficient fitting formula is provided.