English：

During the construction of super high rise buildings, the wind resistance performance of theintegral steel platform formwork equipment is related to the structural stability, especially in the coastalstrong wind area. For the equipment, the wind load characteristics were analyzed through the integralwind tunnel test, and the effects of the wind resistance rate of the external scaffolding and the test heightof the equipment were studied. SAP2000 was used to establish the overall model of the equipment, andthe dynamic calculation of wind vibration response was carried out. The dynamic characteristics,displacement response and acceleration response of the structure were analyzed, and the wind vibrationcoefficient under normal construction state and climbing state was calculated and compared with thespecification value. The results show that the wind coefficient of the equipment after climbing issignificantly higher than that before climbing, and the shape coefficient reaches 1.3 （ before climbing）and 1.8 （ after climbing）， respectively. The displacement response in climbing state under the windforce of 8 is higher than that under the normal construction state under the wind force of 12, and thedisplacement response in climbing state is more significant. The acceleration response of the equipmentafter climbing is higher than that before climbing, and the difference between the response values beforeand after climbing is obvious under the high wind resistance rate of the external scaffolding. The wind-induced vibration coefficient under the 12-level wind corresponding to the normal construction state andthe 8-level wind corresponding to the climbing state are 1.3——1.6 and 1.4——1.8, respectively.