Previous　studies　suggested　that　the　behaviors　of　confined　concrete　in　concrete-filled　steel　tube　(CFT)　columns　were　dependent　on　their　confining　stress　paths,　which　thus　should　be　considered　in　order　to　well　predict　their　behaviors.　Several　confining　stress　path　dependent　analytical　models　had　been　proposed,　which,　however,　were　all　developed　for　fiber　polymer　(FRP)　confined　concretes.　Although　one　of　the　existing　models　can　also　be　applicable　to　CFT　columns,　it　mainly　focused　on　the　specimens　with　normal　strength　concrete.　Additionally,　existing　confining　stress　path　dependent　models　may　result　in　fluctuation　issue　of　load-deflection　curves　for　CFT　specimens.　This　paper　proposed　a　new　confining　stress　path　dependent　analytical　model　that　is　applicable　to　normal,　high　and　ultra-high　strength　concrete-filled　steel　tube　columns.　Experimental　tests　were　collected　to　assess　the　performance　of　the　proposed　analytical　model,　and　it　was　found　that　the　proposed　model　performs　quite　well　for　normal,　high　and　ultra-high　strength　concrete-filled　steel　tube　columns　and　generally　can　avoid　the　fluctuation　issue　of　load-deflection　curves.