This　paper　introduces　the　calculation　procedure　of　impedance　function　of　stratified　soil　with　underground　structures　through　thin　layer　method　(TLM)　combining　flexible　volume　method,　which　is　applied　to　displacement　response　method.　Horizontal,　vertical　and　rotating　motion　characteristics　are　considered,　and　its　calculation　accuracy　is　improved　significantly.　Based　on　the　shaking　table　test　of　typical　subway　station　in　Beijing,　general　displacement　response　method　and　displacement　response　method　based　on　TLM　are　used　to　analyze　the　stress　and　deformation　of　the　subway　station.　Then,　the　stress　and　deformation　values　of　the　subway　station　calculated　by　general　displacement　response　method　and　displacement　response　method　based　on　TLM　are　compared　with　those　of　shaking　table　tests.　Results　show　that　displacement　response　method　based　on　TLM　agrees　well　with　the　shaking　table　test　of　subway　station,　and　its　applicability　can　be　verified.