The vibration damping measures may affect the static stability of the structure.Taking a bridge as the engineering background,through the section model wind tunnel test,the influence of vibration damping measures on three-component force coefficients of the structure was studied to improve the structural characteristics.The influence factors include the central stabilizer,baluster drafty rate,windbreak,and vehicle,the 13 working conditions were simulated.The results show that the changes of three-component force coefficients affect the static wind loads directly,and the influence of changes of these parameters on the static wind load cannot be ignored.The different setting method of central stabilizer has a significant influence on the static three component coefficient of the girder.The central stabilizer setting on board alone has a significant increase of drag coefficient,it is more than 100% at large wind attack angle.The central stabilizer setting on board and bottom of the girder has a small influence on the aerostatic factor.Windbreak has a significant increase to the draft coefficient of main girder.