In this paper

the freezing-rain-ice and wind loads on the transmission tower-line system are simulated with consideration of the model of freezing-rain-ice and the rain classification according to the theory of fluid induced vibration. Based on the principle of transmission tower design in northeastern area

the wind-induced dynamic response of iced transmission tower-line system has been compared with the dynamic response of transmission line wave and quasi-static analytical results. The displacements of tower and line

and the stress distribution of main member are calculated to investigate the behaviors of system. It can be concluded that coupled tower-line system should be taken into account to analyze the wind-induced dynamic response of iced transmission line and the design method in engineering needs to be modified.