A　composite　shear　wall　specimen　with　paralleled　steel　reinforced　concrete　(SRC)　columns　and　a　composite　shear　wall　specimen　with　paralleled　SRC　columns　and　concealed　partitioned　steel　plates　were　designed　for　low　cyclic　loading　experiment.　The　following　factors　of　the　two　specimens　were　studied:　failure　characteristics,　bearing　capacity,　hysteretic　characteristics,　process　of　stiffness　degradation,　ductility　and　energy　dissipation.　The　results　show　that　the　core　system　with　paralleled　SRC　columns-concealed　partitioned　steel　plates　has　good　seismic　behavior.　A　formula　for　calculating　the　stiffness,　bearing　capacity　and　inclined　section　bearing　capacity　of　composite　shear　wall　with　paralleled　SRC　columns-concealed　partitioned　steel　plates　was　proposed,　and　the　calculation　results　agreed　well　with　the　experimental　results.　©　2016,　Science　Press.　All　right　reserved.