This　paper　presents　an　experimental　study　on　the　impact　performance　of　concrete　columns　confined　with　largerupture-strain　(LRS,　tensile　rupture　strain　＞=　5%)　fiber　reinforced　polymer　(FRP)　jackets.　A　total　of　32　concrete　specimens　were　prepared　and　tested　using　large-capacity　drop-weight　equipment.　The　test　variables　included　four　impact　heights　(2,　3,　4　and　5　m),　three　types　of　FRP,　i.e.,　aramid　FRP　(AFRP),　polyethylene　naphthalate　(PEN)　FRP　and　polyethylene　terephthalate　(PET)　FRP　and　two　layers　of　FRP　jackets　(1　and　2).　The　time　histories　of　impact　force　and　FRP　rupture　strain　as　well　as　failure　modes　were　obtained　from　the　test.　Compared　to　the　AFRP-confined　concrete　specimen　with　similar　jacket　stiffness,　the　core　concrete　of　the　LRS　FRP-confined　specimen　was　less　damaged　due　to　the　large-rupture-strain　characteristic.　The　impact　force　increased　and　the　impact　duration　decreased　with　increasing　impact　height.　The　impact　duration　of　concrete　specimens　confined　with　LRS　FRP　was　longer　than　that　of　the　AFRP-confined　concrete　column.　Results　showed　that　the　impactresistance　behaviours　of　LRS　FRP-confined　concrete　column　outperformed　its　companion　column　confined　with　AFRP.　Besides,　increasing　the　thickness　of　FRP　jacket　can　enhance　the　impact　resistance　capacity.　These　findings　may　facilitate　the　impact　resistance　strengthening/retrofitting　of　RC　structures　with　the　application　of　LRS　FRP　composites.