Self-　consolidating　concrete　or　self-　compacting　concrete　(SCC)　can　be　compacted　by　its　own　weight　without　vibration.　There　is　a　potential　use　of　SCC　filled　hollow　structural　steel　sections　(HSS).　Fire　resistance　of　such　composite　sections　is　an　important　issue　that　should　be　considered　in　design.　In　this　paper,　an　investigation　on　SCC　filled　HSS　stub　columns　is　presented.　The　cylinder　strength　of　SCC　was　found　to　be　100　MPa.　Several　SCC　filled　stub　columns　were　tested　in　a　furnace　under　the　condition　of　standard　fire.　Numerical　simulation　of　temperature　distribution　and　fire　endurance　were　conducted.　The　predicted　temperature　field　distribution　and　fire　endurance　were　compared　to　those　tested.