The　shaking　table　test　on　a　1/4　scaled　8-story　reinforced　semi-recycled　concrete　(RSRC)　frame　was　conducted　to　study　the　failure　mode　and　seismic　performance　of　the　frame.　The　earthquake　scenarios　of　the　shaking　table　test　included　four　levels,　i.e.　frequently　occurred,　basic　level,　and　rarely　occurred　earthquakes　of　intensity　8,　and　more　strong　earthquake　larger　than　rarely　occurred　earthquakes　of　intensity　8.　Meanwhile,　elasto-plastic　time　history　analysis　and　fragility　analysis　were　carried　out　to　simulate　and　evaluate　the　behaviors　of　the　RSRC　frame.　The　results　indicate　that　the　failure　mechanism　of　the　structure　is　strong　column　and　weak　beam.　The　structure　can　meet　the　requirements　in　code　for　seismic　design　of　buildings　during　the　frequently-occurred　earthquake　as　well　as　the　rarely-occurred　earthquake.　The　structure　can　meet　the　inter-storey　drift　ratio　limit　in　code　for　seismic　design　of　buildings.　The　probability　exceeding　the　state　of　Immediately　occupation　(inter-storey　drift　ratio　is　1/550)　is　79.30%,　but　the　probability　exceeding　the　state　of　life　safety　(inter-storey　drift　ratio　is　1/50)　is　32.29%,　which　can　meet　the　requirements　in　the　seismic　design　code　in　the　sense　of　probability.