This paper describes the characteristics of wind-induced responses of a prestressed concrete tower for a propeller-type wind turbine with three blades (Hub height: 50m, Rated power: 600kW). The responses were investigated using field measurement data. As a result, the along-wind dynamic response displacements at the tower top were more dominant than the across-wind ones, due to the rotor of the wind turbine. Furthermore, the response increased at wind speed at a hub height of 5m/sec. This is because the first natural frequency of the wind turbine tower corresponds to the blade-passing frequency, i.e. the 3P frequency. However, its response was smaller than that of the steel tower.