Relatively　few　studies　have　been　conducted　on　the　seismic　performance　of　recycled　aggregate　concrete　(RAC)　shear　walls　with　concealed　bracing.　To　promote　the　development　of　high-performance　green　building　structures　and　the　application　of　RAC　in　structural　components,　the　seismic　performance　of　RAC　shear　walls　under　different　influencing　factors　was　tested,　and　low-cycle　reversed　loading　tests　were　performed　on　ten　RAC　shear　walls　with　different　shear-to-span　ratios.　The　test　parameters　included　the　recycled　coarse　aggregate　(RCA)　replacement　ratio,　the　recycled　fine　aggregate　(RFA)　replacement　ratio,　the　axial　compression　ratio,　the　shear　span　ratio　and　whether　to　set　up　the　concealed　bracing.　The　influence　of　the　above　variables　on　the　seismic　performance　was　then　assessed.　The　results　revealed　that　the　bearing　capacity,　ductility,　stiffness　and　energy　dissipation　capacity　of　the　RAC　shear　walls　decreased　in　line　with　an　increase　in　the　replacement　ratio　of　the　RFA.　However,　the　bearing　capacity,　energy　consumption　and　stiffness　of　the　RAC　shear　walls　decreased　within　10%　and　the　ductility　decreased　within　15%.　The　RAC　shear　walls　were　able　to　meet　the　seismic　requirements　of　the　building　structure　after　reasonable　design　and　use.　As　the　axial　compression　ratio　increased,　the　bearing　capacity　of　the　RAC　shear　walls　improved,　but　their　elastic-plastic　deformation　capacity　was　reduced.　Setting　the　concealed　bracing　significantly　improved　the　seismic　performance　of　the　RAC　shear　walls,　such　that　they　achieved　a　seismic　performance　close　to　that　of　the　natural　aggregate　concrete　(NAC)　shear　wall.　After　setting　up　the　concealed　bracing,　the　load　carrying　capacity　of　the　RAC　shear　walls　increased　by　up　to　15%,　the　ductility　increased　by　up　to　20%　and　the　energy　consumption　capacity　increased　by　up　to　50%.　A　mechanical　calculation　model　of　the　RAC　shear　wall　was　then　established　by　considering　the　effect　of　recycled　aggregate,　the　calculated　results　of　which　were　a　good　match　with　the　test　results.