This　paper　is　based　on　the　research　and　development　of　the　first　fully　prefabricated　subway　station　in　Changchun　as　the　engineering　background.　Through　the　first　large-scale　shaking　table　test　of　a　fully　prefabricated　subway　station　structure　in　China,　the　macroscopic　phenomena　of　the　model　system　in　an　actual　earthquake　occurrence　were　qualitatively　reproduced.　Based　on　the　macroscopic　phenomena　of　video　surveillance,　the　seismic　responses　of　the　model　structure　were　graded　and　evaluated.　The　analysis　showed　that　under　the　same　earthquake　action,　the　seismic　responses　of　the　lower　layer　of　the　station　were　stronger　than　those　of　the　upper　layer,　the　Beijing　wave　was　the　strongest,　the　Taft　wave　was　the　second　strongest,　and　the　Mingshan　wave　was　the　weakest.　The　acceleration　and　lateral　displacement　of　the　model　foundation　and　the　acceleration,　structural　strain,　joint　deformation　and　soil　pressure　of　the　model　structure　were　tested　and　analysed.　The　results　showed　that　the　closer　the　main　frequency　of　seismic　wave　was　to　the　main　frequency　of　the　model　system,　the　more　intense　the　seismic　response　was.　With　an　increase　in　seismic　intensity,　obvious　phenomena　of　low-frequency　amplification　and　high-frequency　filtering　occurred.　Shear　deformation　occurred　laterally　in　the　model　foundation,　and　the　peak　displacement　appeared　obviously　asymmetrical　in　the　process　of　left　and　right　lateral　displacement.　The　existence　of　the　underground　structure　obviously　changed　the　propagation　law　of　the　seismic,　wave　in　the　model　foundation,　and　the　closer　the　structure　was,　the　more　significant　the　difference　was.　The　strength　of　the　mortise-groove　joint　was　better　than　that　of　the　prefabricated　component,　which　showed　excellent　integrity　and　mechanical　properties.　The　model　station　structure　had　excellent　cooperative　work　and　deformation　resistance　properties.　When　rare　earthquake　loading　occurs,　the　vault　would　gradually　degenerate　into　a　three-hinged　arch　mechanism　and　maintain　a　relatively　stable　state.