In　order　to　research　the　seismic　performance　of　earthquake-damaged　reinforced　concrete　circular　column　repaired　rapidly　with　composite　repair　technique　of　near-surface-mounted　basalt　fiber　reinforced　concrete　(BFRP)　rebars　and　wrapped　BFRP　sheets　(BFRP　rebars-sheets　composite　repair　technique),　four　reinforced　concrete　circular　columns　which　were　rapidly　repaired　within　4　or　5　days,　were　tested　under　low　reversed　cyclic　loading.　And　the　seismic　performance　of　repaired　reinforced　concrete　circular　columns　with　different　contents　of　embedded　BFRP　bars　and　different　layers　of　BFRP　sheets　was　obtained　from　experiment.　Based　on　the　experimental　data,　the　ductility,　energy　dissipation,　bearing　capacity,　stiffness　degradation　of　repaired　columns　were　compared　with　the　original　ones.　The　results　show　that　all　the　repaired　specimens　have　similar　energy　dissipation　and　ductility,　higher　bearing　capacity　compared　with　the　original　ones.　Furthermore,　the　stiffness　of　repaired　specimens　is　recovered,　and　the　bearing　capacity　is　increased　with　the　increase　of　the　displacement　applied　to　the　specimens,　namely　the　post-yielding　stiffness.　However,　the　value　of　post-yielding　stiffness　of　repaired　columns　has　the　direct　relation　with　the　amount　of　BFRP　bars　and　sheets,　and　the　better　post-yielding　stiffness　of　repaired　specimens　with　the　ratio　λ　(reinforcement　ratio　of　embedded　BFRP　bars　vs.　volume　fraction　of　BFRP　sheets)　in　the　range　of　1.80-1.92　can　be　achieved　to　reduce　the　residual　displacement.　©,　2015,　Science　Press.　All　right　reserved.