This　paper　presents　an　experiment　study　of　the　post-fire　behavior　of　five　SRC　columns　under　combination　of　axial　eccentrical　loading　and　fire.　The　experiment　phenomena　and　mechanical　response　of　the　SRC　column　specimens　during　experiment,　specifically　loading,　heating,　cooling　and　post-fire　loading　were　observed.　The　residual　load　bearing　capacity,　failure　modes　and　vertical　deformation　were　studied.　With　the　test　program,　the　effects　of　parameters　such　as　the　load　ratio,　the　fire　duration　time　and　the　steel　ratio　were　studied.　It　is　shown　that　the　effects　of　temperature　delay　become　more　obvious　with　the　increase　of　the　depth　from　the　heated　surface.　Some　of　the　SRC　column　specimens　failed　during　the　cooling　phase.　For　other　specimens　residual　deformations　were　observed　when　the　furnace　temperature　decreased　to　ambient　temperature.　The　influence　of　some　parameters　including　the　load　ratio,　the　fire　duration　time　and　the　steel　ratio　on　the　post-fire　load　bearing　capacities　was　discussed.　It　can　be　concluded　that　the　residual　load　bearing　capacity　of　the　SRC　columns　decreases　with　the　increase　of　the　fire　duration　time　and　the　load　ratio,　and　increases　with　the　increase　of　the　steel　ratio.　Finally,　a　finite-element　analysis　model　was　developed　to　simulate　the　behavior　of　the　tested　SRC　columns.