A　fabricated　structure　which　consists　of　a　concrete-filled　steel　tube　(CFST)　frame　and　an　H-steel　frame　(HSF)　shear　wall　was　proposed.　As　the　first　seismic　fortification　line,　the　HSF　shear　wall　mainly　bears　horizontal　load.　The　HSF　shear　wall　can　be　flexibly　arranged　to　improve　the　seismic　performance　of　prefabricated　frame　structure　and　control　structural　deformation.　The　HSF　shear　wall　can　be　replaced　after　damage.　To　study　the　influence　of　the　HSF　shear　wall　on　the　seismic　performance　of　the　fabricated　structure,　four　full-scale　specimens　of　the　CFST　frame-HSF　shear　wall　were　designed　and　tested　via　low　reversed　cyclic　loading　tests.　The　failure　characteristics,　hysteretic　performances,　bearing　capacity,　stiffness　and　energy　dissipation　capacity　of　the　spec-imens　were　compared,　and　a　finite　element　simulation　analysis　was　carried　out.　The　results　demonstrate　that　the　HSF　shear　wall　can　improve　the　bearing　capacity,　initial　stiffness,　and　en-ergy　dissipation　capacity　of　the　CFST　frame　significantly.　Different　wall　details　of　HSF　shear　wall　substantially　influence　the　seismic　performances　of　the　specimens.　The　steel　plate　shear　wall　outperformed　the　other　specimens.　The　finite　element　simulation　results　are　in　good　agreement　with　the　test　results,　and　the　modelling　method　performs　reasonably,　which　can　be　used　for　the　analysis　of　the　CFST　frame-HSF　shear　wall.　The　four　types　of　HSF　shear　walls　can　be　used　in　the　CFST　frame,　which　can　be　selected　according　to　the　seismic　and　economic　requirements.