Based　on　the　results　of　the　large　shaking　table　test　on　frame　subway　station　structure　in　liquefiable　ground,　considering　the　influence　of　the　soil-structure　nonlinear　dynamic　interaction　by　2D　finite　element　method,　the　nonlinear　dynamic　interaction　of　soil-subway　station　is　modeled　by　ABAQUS　software.　In　the　modeling,　the　dynamic　plastic-damage　model　is　used　to　simulate　the　dynamic　characteristics　of　station　concrete,　the　modified　Devidenkov　viscoelastic　constitutive　model　is　used　to　simulate　the　dynamic　characteristics　of　soil,　and　the　dynamic　pore　water　pressure　strain　model　is　used　to　simulate　the　development　of　pore　water　pressure.　The　seismic　response　of　soil　and　subway　station　system　under　different　test　conditions　is　analyzed　by　means　of　the　numerical　simulation　method.　And　then,　the　simulated　results　and　the　shaking　table　test　records　are　compared.　The　results　show　that　the　simulated　results　are　basically　identical　with　the　shaking　table　test　records.　So　that,　the　modeling　results　and　the　shaking　table　test　results　are　proved　to　be　correct.