A　shear　wall　with　SRC　columns,　steel　plate　deep　beams　and　concrete　strips　was　proposed.　It　combines　three　kinds　of　energy　consumption　members　which　are　SRC　columns,　steel　plate　deep　beams　and　concrete　wall　strips.　The　core　structure　of　SRC　columns　and　steel　plate　deep　beams　works　together　with　the　concrete　strips　to　consume　seismic　energy.　Five　wall　specimens　with　different　design　parameters　were　tested　under　low　cyclic　loading.　The　test　included　two　stages.　Firstly,　the　horizontal　load　was　not　applied　to　the　specimens　until　the　drift　ratio　reached　1/50,　when　the　specimens　yielded　and　were　damaged　obviously.　After　that,　the　thinner　steel　plates　were　welded　on　both　sides　of　the　wall　so　as　to　strengthen　the　damaged　specimens.　The　low　cyclic　loading　was　then　applied　to　the　retrofitted　specimens　until　failure.　The　load　carrying　capacity,　stiffness,　ductility,　hysteretic　behavior　and　failure　characteristics　were　discussed.　Results　show　that　deformation　behavior　of　shear　wall　with　SRC　columns,　steel　plate　deep　beams　and　concrete　strips　is　between　that　of　the　shear　wall　with　silts　and　the　overall　shear　wall.　During　loading,　SRC　columns,　steel　plate　deep　beams　and　concrete　wall　strips　work　together　and　consume　the　seismic　energy.　The　design　parameters　of　steel　plate　deep　beams　have　an　obvious　effect　on　the　seismic　behavior　of　the　walls.　The　core　structure,　SRC　columns　and　steel　plate　deep　beams　show　good　ductile　yielding　mechanism.　The　new　retrofitted　walls　still　have　good　seismic　behavior　by　strengthening　after　damaged　at　a　drift　ratio　of　1/50.