This　paper　investigates　the　fire　performance　of　geopolymeric　recycle　aggregate　concrete-filled　steel　tubular　(GRACFST)　columns　under　compression-bending-shear　multi-loading　conditions.　A　series　of　fire　resistance　tests　on　11　GRACFST　columns　were　designed　and　conducted,　and　the　investigated　parameters　encompassed　load　case,　axial　load　ratio,　horizontal　load　ratio,　recycled　aggregate　replacement　ratio,　axial　load　eccentricity　and　section　type.　The　test　results　show　that　the　specimens　predominantly　failed　due　to　overall　bending.　The　axial　load　ratio　significantly　influenced　the　fire　resistance　of　GRACFST　columns.　During　the　initial　heating　phase,　GRACFST　columns　exhibited　pronounced　expansion　deformation.　The　slower　heating　of　the　core　concrete　in　GRACFST　column　specimens　initially　suggests　superior　high-temperature　resistance　of　geopolymeric　recycled　aggregate　concrete.　Finite　element　analysis　(FEA)　models　were　established　to　analyze　the　fire　performance　of　GRACFST　columns　under　multi-loading　conditions,　and　the　accuracy　of　FEA　model　was　validated　by　comparing　with　the　test　results.　The　FEA　modelling　method　was　then　extended　to　simulate　full-size　GRACFST　columns　under　similar　fire　and　multi-loading　conditions,　and　the　failure　modes,　temperature　distribution,　deformation　characteristics　and　stress　development　trends　in　GRACFST　columns　were　discussed.　Finally,　parametric　analyses　were　conducted,　selecting　axial　load　ratios,　horizontal　load　ratios,　section　dimensions,　and　slenderness　ratios　as　key　parameters　for　fire　resistance　calculations.　A　parametric　analysis　identified　the　influence　of　these　parameters　on　the　fire　resistance　of　GRACFST　columns,　leading　to　the　development　of　a　simplified　method　for　calculating　fire　resistance　under　compression-bending-shear　multi-loading　conditions.