An　experiment　was　carried　out　to　study　the　post-fire　performance　of　steel　reinforced　concrete　frame　(SRCF)　structures　including　the　failure　mode,　deformability　and　residual　load　bearing　capacity　considering　parameters　including　the　fire　duration　and　load　ratio.　The　test　results　show　that　the　failure　of　SRCF　was　induced　by　three　plastic　hinges　occurred　in　the　SRCF　beam;　the　flexure-shear　deformation　was　significant　in　the　beam　end;　a　part　of　concrete　separated　from　the　shear-compression　zone　of　the　frame　beam.　The　results　also　show　that　the　residual　load　bearing　capacity　of　SRCFs　decreases　gradually　with　the　increase　of　the　fire　duration.　Based　on　the　test,　an　analysis　model　for　the　post-fire　performance　of　SRCFs　under　fire　including　heating,　cooling　and　post-fire　phases　was　proposed.　The　calculation　results　agree　well　with　those　of　the　test,　which　shows　that　the　proposed　numerical　simulation　method　is　accurate.　©　2018,　Engineering　Mechanics　Press.　All　right　reserved.