The　method　of　steel　bars　spliced　by　compressive　sleeves　is　a　new　type　of　connection　technology　for　prefabricated　RC　structures.　The　aseismic　behavior　under　cyclic　loading　for　two　precast　RC　columns　with　steel　bars　spliced　by　compressive　sleeves　and　different　parameters　were　modeled　by　the　software　of　MSC.MARC.　The　simulation　results　show　that　the　hysteretic　curves,　skeleton　curves,　and　failure　patterns　of　columns　match　well　with　the　experimental　results.　The　results　verify　the　correction　of　the　finite　element　model　for　the　precast　columns　and　the　validity　of　the　simulation　method,　and　a　foundation　for　the　aseismic　performance　simulation　of　prefabricated　RC　frames　with　compressive　sleeve　connection　is　put　forward.　©　2018,　Engineering　Mechanics　Press.　All　right　reserved.