In　order　to　investigate　the　aseismic　performance　of　the　mid-rise　recycled　concrete　shear　wall　with　the　different　percent　of　fine　aggregate　replacement,　reinforcement　ratio　and　axial　compression　ratio,　a　low-frequency　quasi-static　cyclic　loading　experimental　study　on　seven　mid-rise　shear　walls　with　a　shear-span　ratio　of　1.5　was　carried　out.　Based　upon　the　experimental　study,　the　load-carrying　capacity,　ductility,　stiffness,　hysteretic　behavior,　energy　dissipation　and　failure　phenomena　of　each　shear　wall　were　analyzed.　The　experiments　indicate　that　the　more　of　the　fine　aggregate　replacement,　the　poorer　the　aseismic　performance　of　a　recycled　concrete　shear　wall,　and　the　aseismic　performance　of　a　recycled　aggregate　concrete　shear　wall　could　be　greatly　improved　by　increasing　the　reinforcement　ratio.　With　the　increasing　of　the　axial　force　ratio,　the　load-carrying　capacity　of　the　shear　wall　is　increased　but　the　ductility　is　decreased.　At　some　conditions,　the　recycled　aggregate　concrete　shear　wall　is　able　to　satisfy　the　structure　aseismic　design　requirement.