This　paper　is　to　study　the　post-earthquake　failure　probability　model　of　the　typical　shallow-buried　rectangular　frame　subway　station　structure.　Nine　existing　subway　stations　with　rectangular　frame　section　are　selected　as　the　study　objects,　and　the　three-dimensional　numerical　model　considering　soil-structure　interaction　is　established　on　Abaqus/standard　finite　element　software　platform.　Based　on　the　seismic　performance　curve　obtained　by　pushover　analysis　of　the　underground　structure,　the　limit　of　the　inter-story　drift　ratio　has　been　defined　for　each　subway　station.　The　probabilistic　seismic　demand　model　of　the　subway　station　structure　is　established　based　on　the　result　of　incremental　dynamical　analysis,　and　the　seismic　vulnerability　curves　of　different　subway　station　structures　are　plotted.　It　is　found　there　are　huge　differences　between　the　post-earthquake　failure　of　different　subway　stations,　and　the　average　shear　wave　velocity　of　site　plays　an　important　role　in　the　seismic　vulnerability　analysis　of　the　underground　structure,　especially　the　free　field　response　results　of　the　soil　layer　at　the　same　height　as　the　structure.　The　deformation　capacity　of　the　underground　frame　structure　itself　is　also　one　of　the　important　factors　affecting　the　failure　probability　of　the　structural　post-earthquake　failure.　The　finding　could　effectively　strengthen　the　understanding　of　the　seismic　performance　of　the　current　shallow　buried　underground　frame　structure,　and　could　provide　a　scientific　reference　for　the　performance-based　seismic　design　of　the　shallow　buried　subway　station　underground　frame　structure.　©　2024　Tsinghua　University.　All　rights　reserved.