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　of　five　new　pattern　columns　were　conducted　to　investigate　the　seismic　performance　and　repar-ability.　The　influence　of　UHSS　substitution　ratio　and　the　recycled　coarse　aggregate　replacement　ratio　on　seismic　response　and　damage　evolution　of　HSRAC　columns　were　discussed.　The　research　showed　that　configuring　UHSS　in　the　HSRAC　columns　could　obtain　drift-hardening　property,　and　the　residual　displacement　and　crack　width　meet　the　requirements　of　repairable　limit　at　the　drift　ratio　less　than　3%.　The　application　of　recycled　aggregate　concrete　had　negligible　effect　on　the　seismic　performance　and　reparability　of　columns,　and　even　contributed　to　improve　their　reparability　probability.　Moreover,　reparability　assessment　methods　were　established　based　on　the　damage　evolution　theory　and　measured　results,　the　prediction　models　of　skeleton　curve　and　reparability　prob-ability　of　HSRAC　columns　were　proposed.　The　models　were　then　verified　by　comparing　the　prediction　results　with　test　results.