Based　on　the　time-domain　wave　method　and　the　explicit　FEM　coupled　with　viscous-spring　artificial　boundary　condition,　a　3-D　input　method　for　the　plane　seismic　SV　waves　of　oblique　incidence　is　proposed.　The　numerical　results　of　a　half　space　demonstrates　that　this　approach　has　a　good　precision.　Then　the　proposed　method　is　applied　to　investigate　the　seismic　response　of　the　Beigongmen　Subway　Station　subjected　to　oblique　incidence　of　seismic　waves.　The　simulation　results　show　that　the　dynamic　responses　of　the　subway　station　subjected　to　the　action　of　obliquely　incident　seismic　waves　are　clearly　different　from　those　due　to　vertically　incident　seismic　waves.　Oblique　incidence　of　seismic　wave　has　a　significant　impact　on　the　vertical　acceleration,　despite　of　negligible　influence　on　the　horizontal　acceleration.　It　can　be　found　that　the　axial　and　shear　forces　at　the　columns　vary　obviously　with　increasing　incident　angel.　Furthermore,　there　is　significant　increase　in　the　first　and　third　principal　stresses　at　some　key　points　of　the　sidewall.　Therefore,　the　effect　of　obliquely　incident　seismic　wave　should　be　considered　when　studying　the　seismic　response　of　subway　stations.