Using　FRP　rebars　in　concrete　structures,　instead　of　steel　rebars,　has　become　popular,　due　to　the　advantages　of　FRP　composites,　which　include　high　strength-to-weight　ratio　and　high　corrosion　resistance.　Over　the　last　few　years,　most　research　work　has　been　focused　on　simple-supported　beams　reinforced　with　FRP　rebars,　while　in　reality　most　beams　are　continuous　beams.　Experimental　study　has　been　conducted　for　five　continuous　beams　reinforced　with　FRP　rebars　and　one　reinforced　with　steel　rebars.　The　proportion　of　mid-support　to　mid-span　reinforcement　ratio　is　considered　as　an　influencing　parameter,　and　the　flexural　behavior　is　studied　under　symmetrical　monotonous　loading.　The　items　studied　during　the　experiments　include　the　cracking　behavior,　load-deflection　response,　load-moment　relationship,　internal　force　redistribution,　ultimate　load,　and　so　on.　The　results　show　that　the　cross-section　of　continuous　beams　reinforced　with　FRP　rebars　is　better　in　rotational　capacity　and　that　the　internal　forces　redistribute　through　the　cracking　process.　Moment　redistribution　is　stable　and　closely　related　to　the　relative　proportion　of　reinforcement.　Based　on　the　experimental　result　and　the　theoretical　analysis,　simplified　formulas　are　proposed　for　calculating　the　moment　redistribution,　ultimate　bearing　capacity　of　continuous　beams　reinforced　with　FRP　rebars,　and　the　results　of　these　formulas　are　in　good　agreement　with　the　experiments.