A　series　of　research　on　aseismic　behavior　of　the　recycled　concrete　structure　was　carried　out　by　the　authors.　In　this　paper,　a　low-cycle　loading　experiment　for　two　1/2.5　scale　frame-shear-wall　structures　was　carried　out,　one　of　the　specimens　was　made　out　of　recycled　concrete,　the　first　floor　of　the　other　was　made　out　of　natural　concrete　and　the　second　floor　was　made　out　of　recycled　concrete.　The　failure　feature,　hysteretic　property,　ductility,　stiffness　and　energy　dissipation　of　the　two　specimens　were　analyzed.　On　the　basis　of　experiments,　an　elastoplastic　finite　element　analysis　was　carried　out;　the　simulation　results　were　in　good　agreement　with　those　of　being　measured.　Test　and　analysis　results　show　that,　the　recycled　concrete　frame-　shear-wall　structure　has　the　similar　load-carrying　capacity,　stiffness　attenuation,　elastoplastic　displacement　capacity,　energy　dissipation　capacity,　yield　mechanism　and　failure　feature　with　that　of　a　frame-shear-wall　structure　of　which　the　first　floor　being　made　out　of　natural　concrete　and　the　second　floor　being　made　out　of　recycled　concrete.　Through　rational　designing,　the　multilayer　building　or　the　upside　of　high-rise　building　being　made　out　of　recycled　concrete　could　meet　the　aseismic　design　requirements　in　the　region　of　which　the　aseismic　fortification　intensity　is　8.