To　study　the　compression　performance　of　the　recycled　concrete　columns,　a　series　of　eccentric　compression　performance　tests　of　full　scale　recycled　concrete　columns　were　carried　out.　Test　specimen　includes　four　full　scale　recycled　concrete　columns　and　two　full　scale　ordinary　concrete　columns.　Then,　nonlinear　finite　element　analysis　using　the　software　ABAQUS　was　carried　out　to　study　the　effects　of　the　recycled　concrete　strength,　reinforcement　ratio,　stirrup　ratio　and　eccentricity　on　the　eccentric　compression　performance.　Comparing　with　the　experimental　results,　the　applicability　of　the　finite　element　model　was　proved.　Test　results　showed　that,　with　the　increase　of　the　recycled　concrete　strength,　the　load-bearing　capacity　and　stiffness　of　the　specimen　were　improved　accordingly;　with　the　increment　of　the　reinforcement　ratio,　the　load-bearing　capacity　increased　significantly.　With　the　increment　of　the　stirrup　ratio,　the　ductility　increased,　and　the　load-bearing　capacity　changed　a　little.　Impact　of　eccentricity　on　the　compression　performance　of　the　specimen　is　relatively　large.　With　the　increase　of　the　eccentricity,　the　load-bearing　de-creased　and　the　ductility　increased.