Concrete　shrinkage　and　creep　in　recycled　aggregate　concrete-filled　steel　tubes　(RACFST)　were　experimentally　studied　and　the　results　were　presented　in　this　paper.　The　measurements　on　the　shrinkage　and　creep　lasted　for　about　eighteen　months.　The　main　parameters　varied　in　the　tests　are:　(1)　sectional　types,　circular　and　square;　(2)　in-fill　concrete　types,　recycled　aggregate　concrete　(RAC)　and　normal　concrete;　and　(3)　long-term　sustained　load　levels,　0.3　and　0.6.　The　test　results　showed　that　the　time-history　of　the　concrete　shrinkage　and　creep　in　RACFST　was　similar　to　that　of　the　corresponding　normal　CFST.　However,　the　shrinkage　and　creep　strains　of　RACFST　specimens　were　larger　than　those　of　the　normal　CFST　specimens.　Finally,　the　predictive　models　based　on　previously　issued　provision　for　time-dependent　behaviour　of　the　composite　member　were　calibrated　with　the　tests,　and　recommendations　for　the　calculations　on　the　shrinkage　and　creep　of　the　concrete　core　in　RACFST　were　also　suggested.