To　know　the　seismic　performance　of　the　low-rise　recycled　concrete　shear　wall　with　different　percent　of　recycled　coarse　aggregate　and　recycled　fine　aggregate,　a　low-frequency　quasi-static　cyclic　loading　experiment　on　low-rise　shear　walls　with　a　shear-span　ratio　of　1.0　was　carried　out.　They　are　one　usual　concrete　shear　wall,　three　recycled　concrete　shear　walls,　and　one　recycled　concrete　shear　wall　with　concealed　bracing.　Based　on　the　experimental　study,　the　load-carrying　capacity,　stiffness,　ductility,　hysteretic　behavior,　energy　dissipation,　and　failure　phenomena　of　each　shear　wall　are　analyzed,　and　the　bearing　capacity　is　calculated　theoretically.　Results　indicate　that　the　low-rise　shear　walls　with　recycled　coarse　aggregate　show　poorer　seismic　performance　than　the　common　wall,　and　the　recycled　coarse　aggregate　replacement　has　little　influence　on　the　seismic　performance　of　the　shear　wall;　however　the　recycled　fine　aggregate　replacement　has　a　little　larger　influence.　The　recycled　concrete　shear　wall　with　concealed　bracing　shows　much　better　seismic　performance.