In　order　to　investigate　the　seismic　performance　of　a　recycled　concrete　frame-shear　wall　structure　with　energy　dissipation　braces,　two　frame-shear　wall　structures　were　tested　on　shaking　table,　including　one　recycled　coarse　aggregate　concrete　model　structure,　and　one　recycled　coarse　aggregate　concrete　model　structure　with　energy　dissipation　braces.　The　dynamic　characteristics,　dynamic　responses,　and　failure　modes　of　the　two　model　structures　in　different　stages　were　analyzed　and　compared　through　the　results　from　the　tests.　The　tests　and　analysis　results　show　that　the　seismic　performance　of　the　recycled　coarse　aggregate　concrete　frame-shear　wall　structure　with　energy　dissipation　braces　is　highly　improved,　and　it　is　able　to　well　satisfy　the　aseismic　capacity　according　to　the　current　code　for　seismic　design　of　buildings.