In　order　to　analyze　the　shear　behavior　of　ultra　high　performance　fiber　reinforced　concrete　(UHPSFRC)　column,　the　authors　propose　a　shear　capacity　calculation　model　based　on　the　modified　compression　field　theory.　This　model　considers　the　interaction　of　axis　and　shear　force　through　the　center　axis　strain　of　the　column＇s　end　section.　The　key　parameters　of　concrete　compressive　strain　angle　and　the　average　longitudinal　strain　reflect　the　impact　of　shear　span　ratio,　axial　force,　and　stirrup　ratio　to　shear　capacity　of　column.　The　results　show　that　the　predicted　value　in　the　shear　capacity　model　agrees　well　with　the　tested　results　when　the　shear　span　ration　is　from　1.5　to　2.0.　©,　2015,　Beijing　University　of　Technology.　All　right　reserved.