A　coupled　shear　wall　with　concealed　partitioned　steel　plates　and　concrete　filled　steel　tube　(CFST)　boundary　elements　was　proposed　in　this　study.　By　experiment　on　two　coupled　shear　wall　specimens　subjected　to　low　cyclic　loading,　the　seismic　behavior　of　the　coupled　shear　wall　was　investigated.　The　failure　characteristics,　load　bearing　capacity,　hysteretic　behavior,　energy　dissipation　and　strain　distribution　at　the　wall　bottom　section　were　analyzed.　The　experiment　results　show　that　addition　of　the　concealed　partitioned　steel　plates　can　greatly　improve　the　bearing　capacity　and　the　energy　dissipation,　and　enhance　the　stiffness　to　a　certain　extent.　The　coupled　shear　wall　can　give　full　play　to　the　seismic　efficiency　when　the　steel　pipe,　I　-　shaped　steel,　steel　plate　and　concrete　wall　work　together　to　resist　seismic　action.　A　formula　to　calculate　the　bearing　capacity　of　coupled　shear　wall　with　concealed　partitioned　steel　plates　and　CFST　boundary　elements　is　proposed,　and　the　results　calculated　by　the　formula　agree　well　with　the　experimental　results.