On　the　Basis　of　the　age-adjusted　effective　modulus　method,　a　formula　is　deduced　for　calculating　the　creep　coefficient　of　axially-compressed　concrete-filled　steel　tubular　(CFST)　members.　By　comparison　between　the　test　results　and　theoretical　calculation　for　axially　compressive　CFST　members,　it　is　shown　that　the　ACI　209R　mode　is　more　rational　out　of　the　three　typical　concrete　creep　coefficient　modes,　CEB-FIP　78,　CEB-FIP　90　and　ACI　209R,　in　creep　analysis　of　CFST　members.　The　ACI　209R　mode　is　used　in　analysis　of　creep　effect　of　a　long　span　deck　type　CFST　railway　arch　bridge　with　a　span　of　380　m　and　the　results　are　compared　with　calculation　by　CEB-FIP　78.　The　conclusions　provide　references　for　creep　analysis　of　other　CFST　arch　bridges.