Given　the　rapid　expansion　of　the　wind　energy　sector,　many　wind　farms　are　being　constructed　in　regions　susceptible　to　earthquakes,　making　it　crucial　to　assess　the　seismic　fragility　of　wind　turbines.　However,　limited　research　efforts　have　been　devoted　to　investigating　the　influence　of　earthquake　ground　motion　types　on　the　responses　of　wind　turbines.　In　the　present　study,　an　elaborate　three-dimensional　finite　element　model　of　an　example　wind　turbine　is　developed　using　ABAQUS,　and　the　dynamic　responses　of　the　wind　turbine　under　four　types　of　ground　motion　are　recorded　in　the　same　earthquake,　namely　a　near-field　pulse-like　record　with　the　forward-directivity　effect　ground　motion,　a　near-field　pulse-like　record　with　the　fling-step　effect　ground　motion,　a　near-field　non-pulse　ground　motion,　and　a　far-field　ground　motion,　are　analysed　and　compared.　In　addition,　an　investigation　is　carried　out　into　the　influence　of　permanent　ground　displacement　on　the　seismic　responses　of　the　wind　turbine.　Following　that,　the　fragility　curves　for　the　specified　damage　states　of　the　wind　turbine　tower　are　constructed,　considering　different　ground　motion　types　and　pulse　periods.　The　results　show　that　the　seismic　responses　of　wind　turbines　are　significantly　influenced　by　the　ground　motion　type　and　pulse　period,　while　the　permanent　ground　displacement　has　a　marginal　effect.