In　order　to　study　the　seismic　dynamic　response　law　of　subway　station　under　above-ground　building,　shaking　table　test　with　similarity　ratio　of　1:40　was　carried　out　in　silty　sand,　and　the　acceleration,　strain　and　dynamic　earth　pressure　during　the　test　are　analyzed　in　detail.　It　is　shown　that:　(1)　With　the　increase　of　earthquake　intensity,　the　peak　acceleration　at　the　same　monitoring　point　is　gradually　increasing,　but　the　amplification　coefficient　and　variation　amplitude　of　acceleration　are　gradually　decreasing;　(2)　The　maximum　acceleration　amplification　coefficient　of　soil　is　located　on　the　ground　surface.　With　the　increase　of　earthquake　intensity,　the　position　of　the　minimum　acceleration　amplification　coefficient　gradually　transits　from　the　bottom　of　the　model　to　the　location　of　the　structure;　(3)　The　strain　of　the　model　structure　gradually　increased　with　the　increase　of　seismic　intensity,　and　the　relatively　large　strains　mainly　appeared　at　the　intersection　of　side　walls,　middle　columns　and　plates,　especially　at　the　end　of　middle　columns;　(4)　The　peak　value　of　dynamic　earth　pressure　in　the　middle　of　side　wall　is　greater　than　the　top　and　bottom,　and　the　lateral　stiffness　or　anti　deformation　capacity　at　the　middle　plate　of　the　station　should　be　appropriately　enhanced.　The　research　results　can　provide　a　reference　for　the　seismic　design　and　analysis　of　similar　subway　station　structure.　©　2024　Editorial　Department　of　Chinese　Journal　of　Underground　Space　and　Engineering.　All　rights　reserved.