In　this　paper,　ultra-high　strength　bars　(UHSB)　was　innovatively　applied　to　the　high-strength　recycled　aggregate　concrete　(RAC)　shear　walls　to　achieve　resilient　performance.　In　order　to　explore　the　resilient　and　seismic　performance　of　the　shear　wall,　five　specimens　with　shear　span　ratio　of　2.2　were　tested　under　cyclic　loading.　The　variables　also　included　the　type　of　longitudinal　reinforcement　in　boundary　elements,　the　presence　of　anti-corrosion　coating　in　UHSB　and　the　replacement　ratio　of　recycled　coarse　aggregate　(RCA).　The　results　showed　that　the　use　of　UHSB　in　the　boundary　elements　significantly　improved　secondary　stiffness　and　reduced　the　residual　displacement　and　residual　crack　width　of　the　shear　walls.　The　anti-corrosion　coating　decreased　bond　strength　between　UHSB　and　RAC,　but　it　had　negligible　effect　on　the　seismic　and　resilient　performance　of　the　specimens　before　2%　drift　ratio.　Increasing　replacement　ratio　of　RCA　slightly　decreased　the　lateral　force　of　the　specimens　under　the　same　drift　ratio,　but　the　walls　represented　satisfactory　resilient　performance.　In　addition,　finite　element　models　were　established　in　ABAQUS,　and　the　effect　of　UHSB　bond　performance,　the　strength　of　longitudinal　reinforcement　with　anti-corrosion　coating,　and　the　substitution　rate　of　UHSB　were　analyzed.　The　results　showed　that　the　numerical　analysis　results　were　in　good　agreement　with　experiment　results.