This　paper　presents　an　experimental　study　on　the　V-shape　concrete-filled　steel　tube　(CFST)　laced　column.　The　test　parameters　are　column　slenderness　and　eccentricity.　The　deformation　process,　failure　modes　and　strains　of　specimens　on　the　longitudinal　chords　and　diagonal　lacing　are　analyzed.　The　failure　characteristic　of　a　specimen　on　whole　and　local,　failure　mechanism　and　ultimate　load　carrying　capacity　of　the　CFST　laced　column　are　studied.　Test　results　show　that　axial　force　and　bending　moment　are　dominate　forces　on　lacing　bars　of　the　specimens　unlike　axial　force　in　lacing　bars　in　the　laced　column　with　transverse　struts,　and　strains　of　lacing　bar　are　much　larger　than　that　of　the　latter.　There　is　differential　axially　force　between　longitudinal　chords.　With　the　increase　of　slenderness　the　column　behavior　shifts　towards　global　stability　from　local　buckling.　The　load　bearing　capacities　for　single　chord　of　stub　column　should　be　checked　in　calculation.　Based　on　the　analysis　of　experimental　results,　the　calculating　method　is　presented　for　eccentricity　reduction　coefficient　and　stability　coefficient.　Finally　the　calculating　formula　of　the　V-shape　lacing　CFST　laced　column　ultimate　load　carrying　capacity　is　presented.