Experimental　study　and　finite　element　analysis　on　four　concrete-filled　steel　tubular　(CFST)　hybrid　columns,　as　well　as　four　CFST　battened　columns,　were　carried　out　with　different　eccentricity　ratios.　The　failure　process　and　modes　were　described,　meanwhile　the　compressive　capacity,　load-deformation　curves　and　load-strain　curves　were　analyzed.　Test　results　show　that　the　failure　mode　of　the　axially　loaded　CFST　hybrid　column　is　due　to　the　crushing　of　concrete　and　yielding　of　longitudinal　bar　in　reinforced　concrete　(RC)　plate,　and　the　CFST　member　does　not　reach　its　ultimate　resistance.　The　failure　of　the　eccentrically-loaded　CFST　hybrid　column　is　due　to　the　local　crushing　of　RC　connection　plates　along　with　the　buckling　of　steel　tubes　near　the　loading　side,　and　the　behaviors　of　CFST　members　are　similar　to　those　of　CFST　battened　columns.　Both　the　bearing　capacity　and　initial　compressive　stiffness　of　CFST　hybrid　stub　column　are　larger　than　those　of　CFST　battened　columns　with　the　same　eccentricity　ratio.　Due　to　the　effect　of　shear　transfer　action　of　RC　plate,　the　maximum　bending　deflection　of　the　CFST　hybrid　stub　column　is　smaller　than　that　of　CFST　battened　columns.　The　influence　of　eccentricity　ratio　on　the　ultimate　load　of　CFST　hybrid　stub　column　is　similar　to　CFST　battened　columns.　The　influence　of　eccentricity　ratio　on　the　ultimate　load-carrying　capacity　of　CFST　hybrid　stub　column　is　similar　to　CFST　battened　columns.　According　to　the　test　and　finite　element　analysis　results,　the　modified　method　of　eccentricity　ratio　reduction　coefficient　on　the　bearing　capacity　of　CFST　hybrid　stub　columns　is　presented　based　on　the　method　of　CFST　battened　columns,　and　the　calculated　eccentricity　ratio　reduction　coefficient　matches　the　test　results　well.　©　2016,　Editorial　Office　of　Journal　of　Building　Structures.　All　right　reserved.