Abstract:This work applies the finite element analysis software ANSYS to establish a finite element analysis model of hyperbolic cooling towers. The model is used to explore the mechanical properties of hyperbolic cooling towers under the action of self-weight, wind load, and earthquakes and to investigate the effect of local opening on the overall and local strength of the tower. The influences of the size and height of the opening hole on the stress distribution of the whole tower and local opening holes are analyzed. Results show that under the action of wind load, the displacement of the cooling tower is large, and wind load acts as the control load of the cooling tower. The opening has negligible effect on the overall strength of the cooling tower within a certain size range. A pronounced stress concentration effect, however, exists around the hole. The stress concentration effect around a hole with a height of 90 m is lower than that around a hole with a height of 15 m but cannot be ignored.