As　an　alternative　to　timber,　steel　and　steel　reinforcement　in　some　special　conditions,　using　of　FRP　composites　is　increasingly　interested　in　engineering.　The　advantages　of　utilizing　FRP　in　engineering　are　summarized　into　higher　strength,　good　resistance　to　corrosion　and　fatigue,　and　greater　dimensional　and　thermal　stability.　This　paper　briefly　expounds　the　present　situation　of　the　research　on　the　dynamic　beheviors　of　FRP-confined　concrete　columns　from　three　aspects　including　structural　experiments,　calculating　method　and　calculating　theory,　and　analyzes　the　shortcomings　in　the　research.　After　comparing　many　achievements,　this　paper　puts　forward　several　key　problems　in　the　research　of　dynamic　behavior　of　FRP-confined　concrete　according　to　the　characteristic　of　composite　action　between　FRP　tube　and　concrete.　Finally,　the　development　of　the　dynamic　behavior　of　FRP-confined　concrete　structures　is　prospected.