This　study　investigated　the　seismic　performance　of　high-strength　recycled　aggregate　concrete　(RAC)　columns　with　high-strength　reinforcement　under　cyclic　loading.　Five　full-scale　columns　were　carried　out,　and　the　results　revealed　that　the　lateral　loading　capacity　of　RAC　column　was　slightly　lower　than　that　of　natural　aggregate　concrete　column.　Increasing　the　axial　load,　the　lateral　loading　capacity　of　RAC　columns　increased　significantly.　Increasing　the　concrete　strength　under　the　same　axial　load,　the　lateral　loading　capacity　was　slightly　increased.　Based　on　the　test　results,　a　numerical　simulation　model　was　established.　Finally,　a　flexural　capacity　calculation　model　and　an　N-M　curve　calculation　model　are　proposed.