When　the　seismic　source　is　shallow　or　the　wind　turbine　structure　is　moderately　distant　from　the　epicenter,　it　is　necessary　to　consider　the　oblique　incidence　of　planar　body　waves.　To　investigate　the　dynamic　response　law　of　wind　turbine　structures　under　oblique　seismic　wave　incidence,　this　study　establishes　an　integrated　approach　for　analyzing　the　dynamic　response　of　wind　turbine　structures　considering　oblique　seismic　wave　incidence,　incorporating　one-dimensional　time-domain　site　response　analysis　and　viscoelastic　artificial　boundaries.　By　using　the　above　seismic　input　method,　the　dynamic　response　law　of　a　5　MW　monopile　wind　turbine　under　the　obliquely　incident　P　and　SV　waves　are　analyzed　in　detail　when　different　characteristics,　incident　angles,　propagation　angles　and　vibration　directions　of　waves　are　considered.　Numerical　studies　show　that　the　above　factors　have　an　important　influence　on　the　seismic　response　of　the　wind　turbine　structure.　As　shown　in　Figure　7,　the　finite　element　model　of　soil-wind　turbine　structure　considering　different　angles　of　oblique　incidence　and　different　propagation　directions　of　seismic　waves　was　established　by　using　ABAQUS　software　in　this　study　and　the　laws　of　dynamic　response　of　the　wind　turbine　structure　under　different　angles　of　oblique　incidence　of　P　wave,　SV　wave,　and　different　propagation　directions　of　SV　wave　were　analyzed.　It　is　shown　that　the　propagation　direction　and　oblique　incidence　angle　of　seismic　waves　have　this　significant　effect　on　the　displacement,　acceleration,　bending　moment,　and　shear　force　of　the　wind　turbine　structure.　image