Accidental　events　that　may　lead　to　a　progressive　collapse　(e.g.,　explosions　and　collisions)　and　earthquakes　are　two　types　of　destructive　hazards　for　super-tall　buildings.　The　study　of　the　resilience　of　super-tall　buildings　against　these　hazards　has　become　a　crucial　issue.　Corresponding　research　outcomes　have　important　social,　political,　and　economic　value　for　damage/loss　assessment　and　the　post-disaster　recovery　plans　for　important　buildings.　A　resilient　structural　system　usually　exhibits　significantly　reduced　consequences　and　recovery　time　after　hazards.　Therefore,　based　on　the　resilience　concept　and　the　widely　adopted　＇frame–truss–core　tube＇　system,　a　novel　seismic–progressive　collapse　resilient　super-tall　(SPCRST)　building　system　and　the　corresponding　design　method　are　proposed　in　this　paper.　Detailed　case　study　results　indicate　that,　compared　with　the　conventional　system,　the　proposed　system　has　significant　advantages　in　controlling　the　dynamic　responses　of　super-tall　buildings　during　accidental　events　and　earthquakes　(e.g.,　vertical　displacement　after　local　column　failure,　and　floor　accelerations　and　inter-story　drifts　under　earthquakes)　and　in　improving　the　seismic–progressive　collapse　resilience　of　the　structure.　©　2021　Elsevier　Ltd