In　this　paper,　ultra-high-strength　steel　bars　(UHSS)　were　innovatively　applied　to　the　high-strength　recycled　aggregate　concrete　(HSRAC)　columns　to　achieve　resilient　structures　cast　from　green　building　materials.　Quasi　-static　tests　were　conducted　to　investigate　the　seismic　performance　and　reparability　of　HSRAC　columns　with　UHSS　under　the　first-excursion　failure　mode,　and　to　analyze　and　discuss　the　effect　of　cumulative　damage　on　earthquake-damaged　resilient　columns　repaired　by　carbon　fiber-reinforced　polymer　(CFRP)　composites　jackets.　The　research　showed　that　the　damage　state　of　HSRAC　columns　at　2%　drift　ratio　was　mild,　and　residual　displacement　satisfied　the　reparability　limit.　And　the　earthquake-damaged　resilient　columns　possessed　satis-factory　seismic　performance　after　rapid　repaired　by　CFRP　jackets.　Based　on　the　experiment　results　and　obser-vations,　a　lateral　load　carrying　capacity　prediction　model　for　HSRAC　columns　with　UHSS　under　first　and　non-first　seismic　action　was　established,　and　fatigue　damage　energy　was　defined.　In　addition,　damage　model　was　intro-duced　to　assess　the　performance　degradation　of　resilient　column　under　first　and　non-first　earthquake　effects.　The　models　were　then　verified　by　comparing　prediction　results　with　test　results.