To　ascertain　the　dynamic　performance　of　recycled　aggregate　concrete　(RAC)　shear　walls,　four　1/3　scale　models,　including　three　mid-rise　shear　walls　with　reinforcement　ratio　0.25%　but　different　recycled　aggregate　replacement　rate,　and　one　with　reinforcement　ratio　0.46%　and　100%　recycled　coarse　and　fine　aggregate,　were　tested　on　the　shaking　table.　The　testing　process　included　elastic,　cracking,　and　failure　stage　of　the　models.　Dynamic　characteristic　and　dynamic　response　of　models　at　different　stages　were　studied　and　the　comparison　between　failure　patterns　of　4　models　was　also　made.　The　shaking　table　test　results　show　that　the　seismic　performance　of　RAC　mid-rise　shear　wall　becomes　worse　with　the　increase　of　the　recycled　aggregate　replacement.　And　the　seismic　performance　of　100%　recycled　aggregate　concrete　shear　wall　gets　a　little　higher　with　the　increase　of　the　reinforcement　ratio.