The　new　reinforcement　material,　Hybrid　Composite　(HC),　is　new　innovative　material　and　made　of　carbon　fiber　or　other　fibers　in　the　form　of　tubular　weave　or　braid.　HC　tubes　has　been　used　in　column　and　pier　to　restrict　the　lateral　expansion　of　concrete　to　improve　the　compression　performance,　while　protecting　the　column　as　well.　In　this　paper,　the　mechanical　behavior　of　HC　reinforced　concrete　short　columns　under　axial　and　eccentric　compression　loading　is　analyzed.　By　testing　the　model　and　analysis　the　result　using　finite　element　software　ABAQUS,　the　displacement,　and　load　capacity　of　all　specimens　are　collected　and　analyzed　in　terms　of　the　number　of　HC　layers　and　eccentricity　ratios.　The　results　show　that　the　ultimate　load　capacity　of　columns　increases　with　the　number　of　HC　layers　under　axial　compression,　and　the　ductility　of　the　reinforced　columns　was　significantly　improved　by　HC　reinforcement,　compared　with　plain　concrete　columns.　©　Published　under　licence　by　IOP　Publishing　Ltd.