RC　shear　wall　with　recycled　concrete　is　applicable　for　multistory　residence　building.　Low-cyclic　reversed　loading　tests　on　seismic　performance　of　five　high-rise　shear　walls　with　shear-span　ratio　2.0　have　been　carried　out,　including　one　normal　high-rise　RC　shear　wall,　three　high-rise　RC　shear　walls　with　recycled　aggregate　concrete　and　one　high-rise　RC　shear　wall　with　recycled　aggregate　concrete　and　concealed　bracing.　Based　upon　the　experimental　study,　the　seismic　performance　of　the　high-rise　RC　shear　wall　with　recycled　aggregate　concrete　and　the　function　of　the　concealed　bracing　have　been　studied.　The　structural　stiffness　and　its　deterioration　process,　bearing　capacity,　energy　dissipation,　ductility,　failure　feature　and　failure　mechanism　are　analyzed　systematically.　Experiments　indicate　that　compared　to　the　high-rise　RC　common　wall,　RC　shear　wall　with　recycled　aggregate　concrete　show　poorer　performance,　and　the　more　of　the　coarse　aggregate　replacement,　the　poorer　the　performance　of　the　recycled　aggregate　concrete　shear　wall,　but　it　is　still　able　to　satisfy　anti-seismic　requirements　through　rational　design.