Recycled　coarse　aggregate(RCA)　was　produced　by　waste　concrete,　and　then　used　to　replace　natural　aggregate　with　different　replacement　rates.　The　influences　of　different　preparation　methods,　replacement　rate　of　RCA　and　proportion　of　fly　ash　on　creep　performance　of　recycled　aggregate　concrete(RAC)　were　investigated.　The　test　results　indicate　that　the　total　specific　creep　of　RAC　with　50%,　70%　and　100%　replacement　rates　of　the　RCA　increase　by　18.5%,　47.7%　and　52.7%　respectively　after　loading　150　d,　compared　to　that　of　normal　concrete　(NC).　Three　preparation　methods　(i.e.　pre-wet,　steep　liquor　wrapped　stone　craft　and　incorporation　of　silica　fume　steep　liquor　wrapped　stone　craft)　have　obvious　effects　on　the　decrease　of　the　creep　of　RAC,　which　can　reduce　the　creep　deformation　of　RAC　by　10%-25%　after　loading　150　d.　The　creep　of　recycled　aggregate　concrete　can　be　improved　effectively　by　adding　proper　amount　of　fly　ash.　Compared　with　the　recycled　concrete　mixed　without　fly　ash,　the　total　specific　creep　of　concrete　specimens　is　the　smallest　and　reduced　by　14.6%　when　the　fly　ash　proportion　is　40%　after　loading　360　d.　©　2016,　Editorial　Office　of　Journal　of　Building　Structures.　All　right　reserved.