In　this　paper,　weakly　bonded　ultra-high-strength　steel　bars　(DHSS)　were　used　as　longitudinal　reinforcement　in　recycled　aggregate　concrete　shear　walls　to　achieve　resilient　performance.　The　study　evaluated　the　repairability　and　hysteresis　performance　of　shear　walls　before　and　after　retrofitting.　Quasi-static　tests　were　performed　on　recycled　aggregate　concrete　(RAC)　and　steel　fiber　reinforced　recycled　aggregate　concrete　(FRAC)　shear　walls　to　investigate　the　reparability　of　resilient　shear　walls　when　loaded　to　1%　drift　ratio.　Results　showed　that　shear　walls　exhibited　drift-hardening　properties.　The　maximum　residual　drift　ratio　and　residual　crack　width　at　1%　drift　ratio　were　0.107%　and　0.01mm,　respectively,　which　were　within　the　repairable　limits.　Subsequently,　shear　walls　were　retrofitted　with　bonded　X-shaped　CFRP　strips　and　steel　plates　wrapped　at　the　bottom　and　retested.　Except　for　a　slight　reduction　in　initial　stiffness,　earthquake-damaged　resilient　shear　walls　retrofitted　with　a　composite　method　still　had　satisfactory　hysteresis　performance.　A　revised　damage　assessment　index　D,　has　been　proposed　to　assess　of　damage　degree.　Moreover,　finite-element　analysis　for　the　shear　wall　before　and　after　retrofit　retrofitting　was　established　in　OpenSees　and　verified　with　experimental　results.　The　finite　element　results　and　test　results　were　in　good　agreement.　Finally,　parametric　analysis　was　performed.