The　definition　of　the　totally-recycled　concrete　is　that　both　coarse　and　fine　aggregates　of　the　concrete　are　made　of　the　building　wastes.　Because　of　the　different　mechanical　property　between　new　and　totally-recycled　concrete,　it　is　necessary　to　study　the　seismic　performance　of　totally-recycled　concrete　structure.　The　shaking　table　test　on　a　1/4　scaled　8-story　reinforced　totally-recycled　concrete　(RTRC)　frame　was　conducted　in　the　State　Key　Laboratory　of　Disaster　Reduction　in　Civil　Engineering　at　Tongji　University　to　study　the　seismic　performance　of　the　structure.　This　paper　puts　emphasis　on　shaking　table　test　of　the　RTRC　frame.　Meanwhile,　elasto-plastic　time　history　analysis　and　fragility　analysis　using　CANNY　were　made　to　simulate　and　evaluate　the　behaviors　of　the　RTRC　frame.　Both　the　experimental　and　analytical　results　show　that　through　reasonable　design,　the　seismic　performance　of　the　RTRC　frame　can　basically　meet　the　requirement　of　the　seismic　design　at　intensity　8.