The　traditional　frame-core　tube（FCT）system　has　limitations　such　as　inflexible　layout　and　insufficient　economy　while　ensuring　seismic　performance.　A　new　high-rise　structure　system　of　frame-distributed　tube-core　tube（FDCT）is　proposed，which　has　three　seismic　fortification　lines.　In　order　to　coordinate　and　control　story　drift，it　is　further　improved　into　a　new　type　of　high-rise　structure　system，namely　frame-distributed　rocking　tube-core　tube（FDRCT）.　The　dynamic　models　of　FDCT　and　FDRCT　are　established，and　the　main　parameters　that　affect　them　damping　effect　are　explored　via　the　frequency　domain　dynamic　and　ground　motion　random　analysis，which　is　proved　that　FDRCT　structure　has　better　damping　effect　than　FCT　structure.　The　typical　FCT　structure　is　designed　and　adjusted　to　establish　the　corresponding　FDCT　structure　and　FDRCT　structure，and　the　nonlinear　time　history　analysis　is　carried　out.　Compared　with　the　traditional　scheme，the　displacement　of　FDCT　is　increased　appropriately　due　to　its　small　stiffness.　Although　the　maximum　story　drift　ratio　and　top　displacement　of　FDRCT　structure　increase　slightly，the　distribution　of　story　deformation　is　more　uniform，which　prevents　the　appearance　of　weak　stories，and　the　structural　acceleration　response　decreases.　Appropriately　increasing　the　mass　of　the　distributed　rocking　core　can　make　the　structural　deformation　more　uniform.　The　economic　analysis　results　show　that　FDRCT　structure　can　not　only　improve　the　economy，but　also　has　better　seismic　and　damping　performance，which　has　excellent　engineering　application　value.　©　2023　Nanjing　University　of　Aeronautics　an　Astronautics.　All　rights　reserved.