In　order　to　study　the　seismic　response　law　of　the　Upper　Cover　Structure　station　system,　the　shaking　table　test　was　carried　out　on　the　silty　sand　site　with　the　subway　superstructure　system　and　single　subway　station　structure　as　the　research　objects.　Firstly,　the　general　situation　of　shaking　table　test　is　introduced.　Then,　the　seismic　response　of　subway　station　structure　is　studied　from　two　aspects　including　acceleration　and　strain,　and　the　test　results　are　compared.　The　test　data　show　that:　(1)　With　the　increase　of　input　seismic　intensity,　the　acceleration　peak　value　of　soil　and　monitoring　points　of　the　same　structure　increases　gradually,　while　the　acceleration　amplification　coefficient　decreases　gradually.　(2)　With　the　increase　of　earthquake　intensity,　the　tensile　strain　amplitude　of　the　superstructure-subway　station　structure　increases　gradually.　In　the　model,　the　tensile　strain　amplitude　at　the　end　of　the　column　is　the　largest,　followed　by　the　side　wall　and　the　floor　is　the　smallest.　(3)　The　acceleration　and　strain　of　the　superstructure-subway　station　system　are　less　than　those　of　the　single　subway　station　structure,　in　which　the　acceleration　variation　law　is　roughly　the　same.　The　difference　of　strain　amplitude　gradually　increases　with　the　increase　of　earthquake　intensity,　and　the　change　rate　of　strain　peak　value　gradually　increases　and　converges.