Based　on　the　results　of　the　large-size　shaking　table　test　of　a　subway　station　structure　built　in　liquable　site,　considering　the　influence　of　the　soil-structure　nonlinear　dynamic　interaction　by　2D　finite　element　methods,　the　seismic　responses　of　the　soil-subway　station　structure　system　under　different　test　conditions　are　analyzed　by　using　ABAQUS　software.　In　the　analysis　model,　dynamic　visco-plastic　memorial　nested　yield　surface　model　is　used　to　simulate　the　dynamic　characteristics　of　soils,　and　the　plastic-damage　model　is　used　to　simulate　the　dynamic　characteristics　of　station　concrete.　And　then,　the　simulation　results　and　the　shaking　table　test　records　are　compared　in　detail　in　this　paper.　The　results　show　that　the　simulation　results　and　the　law　of　seismic　responses　of　the　soil-subway　station　structure　system　are　basically　identical　with　those　of　the　shaking　table　test.　So　that,　the　analysis　results　and　the　shaking　table　test　results　are　proved　to　be　correct.