This　research　analyzes　the　calculation　method　of　the　moment　redistribution　coefficients　of　the　ultra-high　performance　concrete　(UHPC)　continuous　beams　based　on　nonlinear　theory　to　study　the　moment　redistribution　performance　of　the　HRB500-reinforced　UHPC　continuous　beams.　A　calculation　program　is　also　compiled.　The　program　accuracy　is　verified　by　comparing　the　results　derived　herein　with　the　existing　test　results.　The　moment　redistribution　coefficients　of　22　simulated　HRB500-reinforced　UHPC　continuous　beams　are　obtained　through　a　numerical　analysis　under　normal　service　and　ultimate　load　limit　states.　The　simulation　results　show　the　formula　for　the　moment　redistribution　coefficients　as　β=-3.541ξ+0.867,　where　the　independent　variable　ξ　is　equal　to　the　relative　height　of　the　compressive　region　of　the　intermediate　support　section.　Considering　the　limit　of　the　maximum　crack　width　to　be　less　than　0.2　mm　in　the　serviceability　limit　states,　β　is　suggested　to　be　equal　to　0.4　when　ξ　is　less　than　or　equal　to　0.13.β　is　equal　to　0.1　when　ξ　is　greater　than　or　equal　to　0.21.Moreover,　β　is　calculated　using　a　linear　interpolation　method　when　ξ　is　greater　than　0.13　and　less　than　0.21.　©　2016,　Editorial　Department　of　Journal　of　HEU.　All　right　reserved.