To　reduce　the　size　effect　and　investigate　the　bending　performance　of　reinforced　recycled　concrete　columns　that　conform　to　practical　projects,　the　paper　presents　a　repeated　large　eccentric　load　test　on　four　reinforced　concrete　columns　with　a　square　section　size　of　600　mm　×　600　mm,　different　recycled　coarse　aggregate　replacement　ratios,　and　different　transverse　bar　ratios.　The　compression　failure　patterns,　load-bearing　capacity,　lateral　bending　stiffness　and　the　strain　regularities　of　the　steel　bar　and　concrete　were　analyzed.　Results　show　that　the　differences　in　failure　processes,　failure　modes,　degradation　of　lateral　bending　stiffness　and　strain　of　the　steel　bar　and　concrete　between　reinforced　recycled　concrete　columns　and　reinforced　normal　concrete　columns　under　large　eccentric　compression　are　not　obvious.　With　reference　to　the　related　calculation　formula　of　the　current　code　for　concrete　design　of　structure　GB50010-2010,　the　paper　calculates　the　load-bearing　capacity　of　recycled　concrete　columns　under　large　eccentric　compression,　and　the　results　agree　well　with　the　test　results.