This　paper　develops　a　finite　element　model　for　concrete-filled　double　skin　steel　tubular　stub　columns　after　exposure　to　ISO-834　standard　fire.　Reasonable　agreement　is　obtained　between　the　predicted　load-deformation　curves　and　the　test　results.　A　parametric　analysis　is　then　performed　to　study　the　effects　of　different　parameters,　such　as　fire　exposure　time,　section　type,　sectional　dimension　and　hollow　section　ratio,　on　the　column　residual　strength.