This　paper　proposes　a　steel　frame　assembled　with　a　concrete-filled　steel　tubular　(CFST)-bordered　composite　wall　structure.　The　composite　wall　was　fabricated　as　an　assembled　seismic　member　to　improve　the　seismic　performance　of　the　steel　frame.　Therefore,　on　the　basis　of　a　full-sized　bare　steel　frame　as　a　contrast　specimen,　four　full-sized　steel　frames　assembled　with　CFST-bordered　composite　wall　specimens　were　designed.　The　differences　among　these　four　specimens　include　the　use　of　inclined　braces　in　the　CFST-bordered　composite　walls　and　the　different　designs　of　the　inclined　braces,　and　these　differences　are　to　investigate　the　influence　of　the　inclined　braces　on　the　proposed　structures.　Low　cyclic　loading　was　applied　to　the　specimens,　and　the　seismic　behavior　of　each　specimen　was　analyzed.　The　experimental　results　indicated　that　the　seismic　performance　of　the　bare　frame　was　greatly　enhanced　by　the　assembled　CFST-bordered　composite　wall.　The　setting　of　the　rebar　braces　or　the　CFST　braces　can　significantly　increase　the　yield　load,　peak　load,　and　dissipation　energy　capacity,　and　the　inverted　V-shaped　braces　are　efficient.　The　rebar　braces　can　also　delay　concrete　cracking　and　release　strength　degeneration.　As　the　first　line　of　defense,　the　damage　of　the　CFST-bordered　composite　wall　occurs　earlier　than　that　of　the　steel　frame,　and　the　damage　of　the　steel　frame　is　slight　when　the　CFST-bordered　composite　wall　is　broken.　The　steel　frame　can　still　work　as　the　second　line　of　defense　to　prevent　the　collapse　of　the　structure.　Furthermore,　calculation　methods　were　proposed　for　determining　the　bearing　capacities　of　the　bare　steel　frame　and　the　CFST-bordered　composite　wall　based　on　the　failure　modes　identified　during　testing　and　finite　element　analysis.　The　calculated　results　were　in　good　agreement　with　the　test　results.