Based　on　Beijing　Gongzhufen　interchange　subway　station,　a　shaking　table　test　on　the　closely-attached　intersecting　subway　station　was　carried　out　considering　the　far-field　and　near-field　ground　motion.　The　seismic　response　characteristics　of　the　closely-attached　intersecting　subway　station　were　studied　by　analyzing　the　dynamic　properties　of　soil　and　station　model　structure.　The　results　show　that,　the　seismic　response　of　soil　layer　is　different　under　the　far-field　and　near-field　ground　motion　with　different　frequency　characteristics.　When　the　predominant　frequency　of　soil　layer　is　close　to　that　of　simulated　ground　motion,　the　amplification　effect　on　soil　layer　is　more　remarkable.　Due　to　the　interaction　between　the　upper　and　lower　subway　stations,　the　strain　amplitude　in　station　floor　is　larger　than　that　in　station　roof,　and　additionally,　the　strain　amplitude　at　the　bottom　of　the　sidewall　is　larger　than　that　at　the　top,　which　distinguish　it　from　the　traditional　single　subway　station.　©,　2015,　Editorial　Office　of　China　Civil　Engineering　Journal.　All　right　reserved.