In　order　to　study　the　seismic　response　law　of　a　subway　station　structure　with　a　superstructure,　two　kinds　of　subway　superstructure　systems　were　taken　as　research　objects,　and　a　shaking　table　test　was　carried　out　in　silty　sand　site　field.　The　seismic　response　of　subway　station　structure　was　studied　from　acceleration　and　strain,　and　the　two　test　results　were　compared.　The　test　data　show　that:　①　With　the　increase　of　input　seismic　intensity,　the　soil　acceleration　peak　value　of　the　monitoring　points　increases,　but　the　acceleration　amplification　coefficient　and　the　amplitude　of　acceleration　magnification　factor　decreases.　②　Compared　with　the　integrated　subway　station　structure　with　an　upper　cover,　the　acceleration　peak　value　and　amplification　coefficient　of　the　upper　monitoring　point　close　to　the　middle　column　of　the　subway　station　are　relatively　small,　while　those　of　the　monitoring　point　at　the　bottom　are　relatively　large.　③　The　strain　amplitude　of　each　measuring　point　in　the　superstructure　subway　station　gradually　increases　with　input　earthquake　intensity.　When　the　earthquake　intensity　is　low,　the　difference　of　strain　amplitude　between　the　two　test　conditions　is　small.　When　the　earthquake　intensity　is　high,　the　strain　increase　of　the　integrated　subway　station　structure　with　upper　cover　is　obviously　larger　than　that　of　the　closely　attached　subway　station　structure　with　an　upper　cover.　The　results　can　provide　reference　for　seismic　design　and　analysis　of　superstructure　subway　station　structures.　©　2021,　Editorial　Office　of　Journal　of　Vibration　and　Shock.　All　right　reserved.