In　order　to　improve　the　economical　deficiency　of　the　traditional　frame-core　tube　(FCT)　structure　due　to　the　large　tube　area　proportion,　a　new　high-rise　structure　of　the　frame-distributed　tubescore　tube　(FDCT)　is　proposed　based　on　the　design　concept　of　the　distributed　tube.　Combining　the　distributed　tubes　with　the　rocking　system,　the　frame-distributed　rocking　tubes-core　tube　(FDRCT)　is　further　proposed,　which　aims　to　solve　the　problem　of　insufficient　seismic　capacity　of　the　FDCT　structure　due　to　the　decrease　of　structural　stiffness.　Simplified　dynamic　models　and　equations　of　FDCT　structure　and　FDRCT　structure　are　established.　Frequency　domain　dynamic　analysis　and　ground　motion　random　analysis　are　performed　based　on　dynamics　principles,　which　prove　that　the　FDRCT　structure　can　reduce　the　structural　dynamic　response.　The　elastic　and　elastoplastic　time　history　analysis　of　the　FCT　structure,　FDCT　structure　and　FDRCT　structure　are　carried　out　by　finite　element　simulation.　FDRCT　structure　can　make　the　structure　deformation　uniform　and　reduce　the　acceleration　response,　but　the　top　displacement　increases.　Compared　with　the　beam　ends　hinged　in　the　FDRCT　structure,　the　inter-story　drift　ratio　of　the　structure　with　the　beam　ends　fixed　decreases　but　the　acceleration　increases.　Increasing　the　mass　of　the　distributed　rocking　tubes　can　effectively　improve　the　seismic　and　damping　capacity　of　the　FDRCT　structure.　According　to　the　shaking　table　test　and　the　economic　analysis,　it　is　evident　that　the　FDRCT　structure　can　not　only　improve　the　economy　of　the　structure,　but　also　have　better　seismic　and　damping　performance.