In　this　study,　shaking　table　tests　were　performed　to　investigate　the　dynamic　interaction　of　a　silty-clay　soil　with　an　irregular-section　subway　station.　During　the　tests,　a　shape　acceleration　array　(SAA)　was　used　to　measure　the　lateral　deformation　of　the　model　soil,　and　a　non-contact　dynamic　displacement　testing　method　was　applied　to　visualize　and　digitalize　the　seismic　damage　process　of　the　station　structure.　Typical　test　results,　including　the　dynamic　earth　pressure,　seismic　settlement,　deformation,　and　acceleration　of　different　levels　of　the　structure,　were　interpreted.　The　results　indicated　that　the　movement　of　the　subway　station　was　more　controlled　by　the　surrounding　silty-clay　soil　in　terms　of　phase　and　amplitude.　SAA　can　effectively　measure　the　soil　deformation,　and　the　relationship　between　the　relative　lateral　displacement　and　soil　depth　can　be　well　fitted　in　a　cosine　function,　especially　when　subjected　to　strong　earthquakes.　Seismic　settlement　is　significantly　linked　to　Arias　intensity,　and　the　subway　station　experienced　significant　uneven　settlement,　resulting　in　soil-structure　separation　in　the　vertical　direction.　The　multi-story　irregular-section　subway　station　deforms　in　a　shear　mode.　The　maximum　inter-story　drift　ratio　was　approximately　1/171.　The　components　in　the　lower　layers　of　the　shallow-buried　subway　station　structure,　particularly　in　the　central　columns,　underwent　cumulative　damage.　Hence,　more　robust　forms　of　structural　members　and　the　ductility　of　central　columns　should　be　carefully　considered　in　the　seismic　design　of　subway　station　structures.