Computational fluid dynamics(CFD)method was used to obtain the aerodynamic force coefficients for the critical sections of the bridge and calculate the static aerodynamic forces.A finite element model of the bridge was estab-lished using Midas/Civil to simulate three scenarios:symmetric,asymmetric,and tornado loads,in order to assess the o-verall response of the bridge.The results indicate that under all three scenarios,the lateral displacement of the bridge is significantly greater than the vertical and longitudinal displacements,with the tornado scenario resulting in the maximum lateral displacement,posing adverse effects on the structure.Meanwhile,the internal forces and stresses at the base of the pier remain within the material's load-bearing capacity,meeting construction safety requirements.Overall,the wind resist-ance performance of the bridge is good.However,the impact of wind loads on the lateral displacement of the ultra-high pier continuous rigid frame bridge is significant,necessitating close monitoring of lateral displacements during construc-tion.
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