This　study　conducted　a　steel-plate　buckling　analysis　and　a　stress　analysis　of　confined　core　concrete　in　a　composite　shear　wall　with　a　double-skin　steel　plate.　Using　the　bottom　shear　wall　of　a　core　tube　in　the　Beijing　Chinese　Statue　as　a　prototype,　the　study　tested　the　1/4-scale　concrete　composite　shear　wall　with　a　double-skin　steel　plate　and　a　composite　shear　wall　with　an　embedded　steel　plate　with　respect　to　axial　compression,　and　then　compared　and　analyzed　the　axial　bearing　capacity　and　load-displacement　curves.　Considering　the　influence　of　steel-plate　buckling　on　the　axial　bearing　capacity　and　the　improved　compressive　strength　of　confined　concrete,　this　paper　proposes　a　calculation　formula　for　the　bearing　capacity　of　a　composite　shear　wall　with　a　double-skin　steel　plate.　Comparing　this　calculated　values　with　those　of　other　methods,　the　calculated　values　of　this　proposed　method　fits　best.　Based　on　relevant　data　in　the　literature　regarding　axial　compression　performance　tests　of　composite　shear　walls　with　a　double-skin　steel　plate,　the　axial　compressive　bearing　capacity　values　obtained　by　this　proposed　formula　are　in　good　agreement　with　experimental　results.　©　All　right　reserved.