This　paper　presents　the　test　results　of　fire-exposed　concrete-filled　steel　tubular　(CFST)　beam　columns　repaired　by　unidirectional　carbon　fibre　reinforced　polymer　(CFRP)　composites.　The　test　results　showed　that　the　load-bearing　capacity　of　the　fire-exposed　CFST　beam-columns　was　enhanced　by　the　CFRP　jackets　to　some　extent,　while　the　influence　of　CFRP　repair　on　stiffness　was　not　apparent.　The　strength　enhancement　from　CFRP　confinement　decreased　with　the　increasing　of　eccentricity　or　slenderness　ratio.　Ductility　enhancement　was　also　observed　except　those　axially　loaded　shorter　specimens　with　rupture　of　CFRP　jackets　at　the　mid-height,　occurred　near　the　peak　loads.　However,　the　strengths　of　all　repaired　specimens　have　not　been　fully　restored　due　to　the　long　exposure　time　of　them　in　fire.　From　the　test　results,　it　is　recommended　that,　in　repairing　severely　fire-damaged　CFST　members,　slender　members　or　those　members　subjected　to　comparatively　large　bending　moments,　other　appropriate　repair　measures　should　be　taken.　©　2007　Taylor　&　Francis　Group.