In　order　to　investigate　the　seismic　behavior　of　recycled　aggregate　concrete　(RAC)　shear　wall　using　high-strength　steel　bars　(HSS),　five　concrete　walls　with　an　aspect　ratio　of　2.2　were　tested　under　the　horizontal　cyclic　load.　The　influence　of　various　parameters　which　include　replacement　percentage　of　recycled　coarse　aggregate　(RCA),　concrete　strength,　and　the　grade　of　longitudinal　bars　at　boundary　elements　on　the　seismic　performance　of　shear　walls　were　analyzed.　The　failure　mode,　hysteresis　behavior,　skeleton　curve,　stiffness　and　energy　consumption　of　RAC　shear　walls　were　analyzed.　The　results　showed　that　as　the　replacement　rate　of　RCA　increased,　the　seismic　performance　of　the　wall　hardly　changed.　The　use　of　higher　concrete　strength　could　significantly　improve　the　bearing　capacity,　initial　stiffness　and　energy　dissipation　of　the　shear　walls,　while　the　ductility　was　similar.　Almost　all　seismic　indexes　of　the　shear　wall　reinforced　with　HRB400　bars　decreased.　Reasonable　matching　of　HSS　and　RAC　could　help　the　shear　wall　to　achieve　better　seismic　performance.　The　flexural　strength　and　secondary　stiffness　of　the　RAC　wall　with　ultra-high-strength　steel　bars　(UHSS)　were　significantly　improved　and　the　concrete　damage　was　reduced.　In　addition,　the　restoring　force　model　based　on　experimental　data　was　established　and　the　hysteretic　behavior　of　RAC　shear　walls　was　well　predicted.