In　order　to　investigate　the　seismic　performance　of　mid-rise　recycled　concrete　shear　wall　with　different　percentage　of　aggregate　replacement　and　different　style　of　reinforcement,　5　mid-rise　shear　walls　were　tested　under　the　horizontal　cyclic　loading.　Based　on　the　experiment,　the　hysteretic　behavior,　load-carrying　capacity,　ductility,　stiffness　and　its　deterioration　process,　energy　dissipation　and　failure　feature　of　the　specimens　were　analyzed　systematically.　The　results　show　that　the　more　the　percentage　of　the　aggregate　replacement,　the　poorer　the　seismic　performance　of　recycled　concrete　shear　walls;　and　the　seismic　performance　of　recycled　aggregate　concrete　shear　wall　could　be　greatly　improved　by　setting　concealed　bracings　in　the　wall.　Through　reasonable　design,　the　recycled　concrete　shear　wall　is　able　to　satisfy　the　anti-seismic　requirements.