Low　cycle　repeated　loading　test　was　carried　out　by　using　MTS　on　reinforced　concrete　double　column　piers　with　two　different　anchorage　types　(anchorage　plate　and　steel　end　bending)　to　study　the　stress-strain　and　slip　state　in　anchorage　zone　and　to　compare　the　hysteresis　behavior　and　ultimate　state　of　the　anchorage　plate　and　the　steel　end　bending.The　experimental　results　show　that　rebar　with　anchorage　plate　has　reliable　anchorage　performance,and　adoption　of　anchorage　plates　in　the　pier　node　zone　could　effectively　solve　the　problems　of　rebar　congestion　and　construction　inconvenience.　©　2017,　Editorial　Department　of　Wuhan　University　of　Technology.　All　right　reserved