To　study　the　structural　performance　of　double　steel　plate　concrete　composite　walls　under　eccentric　compressive　loads,five　specimens　were　designed　and　manufactured.　Eccentric　compressive　tests　were　conducted　using　the　eccentric　distance　and　wall　thickness　as　the　research　parameters.　The　ABAQUS　software　was　used　for　finite　element　analysis　of　the　specimens.　The　sectional　bearing　capacity　of　the　double　steel　plate　concrete　composite　wall　under　the　combination　action　of　the　axial　load　and　the　bending　moment　was　calculated　by　the　section　analysis　method.　The　experimental　results　show　that　the　specimens　finally　exhibit　local　buckling　of　the　steel　plates　and　compressive　failure　of　the　concrete.　According　to　the　experimental　load-displacement　curves,the　ductility　coefficients　of　the　specimens　were　calculated　as　1.　28　to　1.　92.　For　the　specimens　with　the　same　wall　thickness,the　bearing　capacity　decreases　when　the　loading　eccentric　distance　increases.　For　the　specimens　with　the　same　eccentric　distance,the　increase　of　the　wall　thickness　can　effectively　improve　the　bearing　capacity.　The　strain　distribution　of　the　cross-section　of　the　eccentric　compressive　specimen　follows　the　assumption　of　the　plane　cross-section.　The　maximum　error　of　the　bearing　capacity　between　the　experimental　results　and　the　calculated　ones　by　finite　element　analysis　is　4%,while　that　between　the　experimental　results　and　the　theoretical　calculation　ones　is　9%　.　©　2024　Southeast　University.　All　rights　reserved.