This　paper　presents　an　experimental　investigation　on　geopolymeric　recycled　aggregate　concrete　filled　steel　tubular　(GRACFST)　columns　in　fire.　A　total　of　12　specimens　were　tested,　including　6　circular　columns　and　6　square　columns　subjected　to　combined　fire　and　loading.　The　test　parameters　include:　(a)　cross-section　type　(circular　and　square);　(b)　column　load　ratio　(0.3,　0.4　and　0.6);　and　(c)　fire　scenario　(all　around　fire　exposure　and　two　surfaces　fire　exposure).　The　failure　mode,　temperature　development,　deformation　development　and　fire　resistance　of　GRACFST　columns　were　obtained　and　discussed.　Finally,　the　fire　resistance　design　method　for　conventional　CFST　columns　proposed　in　Eurocode　4　was　used　to　predict　the　ultimate　cross　sectional　load　bearing　capacity　of　the　GRACFST　column　at　a　specified　fire　exposure　time,　and　the　comparison　between　the　prediction　and　the　test　results　reported　in　this　paper　indicated　that　the　Eurocode　4　method　gave　an　overestimation　to　the　GRACFST　column.　To　improve　the　prediction　accuracy,　suitable　material　models　for　the　passively　confined　GRAC　in　CFST　columns　should　be　developed　in　the　future　research.