Reinforced　concrete　shear　walls　used　in　multi-storey　steel　frame　structures　are　prone　to　concentrated　damage　under　seismic　action,　resulting　in　low　material　utilization　and　unsatisfactory　ductility　and　energy　dissipation　effects.　Therefore,　a　concrete-filled　steel　tubular　column　(CFSTC)　-steel　coupling　beam　(SCB)　energy　dissipated　wall　was　proposed,　and　two　types　of　wall　structures,　namely　‘strong　column-weak　beam’　and　‘weak　column-strong　beam’,　were　selected.　The　construction　conditions　and　key　performance　parameters　of　the　two　types　of　walls　were　derived　by　theoretical　calculation　methods,　and　the　seismic　performance　of　the　two　types　of　walls　was　compared　by　combining　experiments　and　finite　element　simulations.　The　verification　of　the　design　and　performance　parameter　calculation　theory　was　also　carried　out.　The　research　results　show　that　the　‘strong　column-weak　beam’　type　wall　achieves　uniformly　distributed　energy　dissipation,　with　peak　value　of　equivalent　viscous　damping　ratio　greater　than　0.　3,　displacement　ductility　coefficient　greater　than　8,　which　shows　significantly　better　seismic　performance　than　the　‘weak　column-strong　beam’　type　wall.　In　addition,　the　wall　design　principles　and　key　performance　parameter　calculation　methods　proposed　in　the　paper　have　good　validity　and　accuracy.　©　2024　Science　Press.　All　rights　reserved.