Quasi-static　tests　of　five　full-scale　steel　tube-reinforced　high-strength　concrete　(STRHSC)　column　with　ultra-high　strength　steel　bars　(UHSS)　were　conducted.　Due　to　the　large　elastic　range　of　UHSS,　the　column　can　obtain　obvious　drift-hardening　behavior　to　reduce　residual　deformation.　The　research　results　reveal　that　steel　fiber-reinforced　STRHSC　columns　with　UHSS　had　superior　damage　control　capability　and　reparability.　According　the　damage　evolution　theoretical　analysis　and　measured　result,　a　prediction　model　of　skeleton　curve,　residual　deformation,　cumulative　energy　dissipation　and　hysteretic　curve　of　STRHSC　columns　with　UHSS　was　proposed.　The　model　was　then　verified　by　comparing　prediction　results　with　test　results.