In　this　paper,　the　analysis　work　is　conducted　for　simulating　the　experimental　study　on　the　energy　absorption　columns　performed　previously.　The　software　ABAQUS　is　used　for　fulfillment　of　the　research.　The　concrete　damage　plasticity　model　is　adopted　for　the　calculation　of　the　macro-synthetic　fiber-reinforced　concrete　material　used　in　the　columns.　The　viscosity　coefficient　and　the　damage　factore　of　concrete　are　discussed,　and　the　results　analyzed　agree　with　experimented.