In　order　to　conduct　research　on　the　dynamic　properties　of　frame　joints　with　post-installed　chemically　rebar,　five　RC　members　are　tested　under　cyclic　load　and　constant　axial,　in　which　four　of　them　are　post-installed　chemically　bonded　longitudinal　rebar,　and　compares　the　results　with　one　cast-in-place　member.　Under　low　frequency　cyclic　loading,　test　procedures　are　described,　experimental　data　are　analyzed　and　compared,　and　the　effects　of　the　embedded　depth　and　the　rebar　diameter　on　the　seismic　behavior　are　studied.　Results　show　that　the　seismic　behavior　can　be　improved　for　RC　structure　with　increasing　of　the　bond　strength,　including　the　ductility,　energy　dissipation,　and　the　bearing　capacity.　But　the　embedded　depth　must　be　increased　when　the　diameter　of　the　rebar　was　raised.　The　research　process　is　similar　to　the　work　during　construction,　so　the　result　of　the　research　is　credible,　and　can　be　referenced　during　design　for　strengthening　concrete　structure.