In　order　to　strengthen　the　co-work　performance　between　the　steel　plate　and　concrete,　the　anchorage　construction　of　arrayed　studs　were　welded　on　both　sides　of　the　plate　according　to　a　super　high-rise　building　in　Beijing.　Eighteen　specimens　of　embedded　steel　plate　concrete　shear　walls　with　arrayed　studs　were　tested　by　pushing　out　under　monotonic　loading　in　this　paper.　Some　parameters,　such　as　the　thickness　of　the　concrete　wall,　the　thickness　of　steel　plate,　the　diameter,　the　length　and　the　amount　of　the　studs　and　the　rate　of　reinforcement　for　distributing　bars　in　the　walls　were　considered.　The　shear　bearing　capacity,　load-slip　relationship,　strains　of　the　steel　plate　and　studs,　mechanical　properties　and　failure　mode　were　analyzed.　The　effect　of　stud　layout　on　the　coordinate　work　of　the　concrete　plate　was　studied.　Results　show　that　the　shear　bearing　capacity　is　obviously　improved　by　using　smaller　diameter　studs　or　decreasing　the　distance　between　studs　when　the　total　area　of　studs　is　kept　unchanged.　The　thickness　of　the　steel　plate　has　almost　no　effect　on　the　shear　bearing　capacity.　The　ratio　of　the　length　to　the　diameter　of　the　studs　should　be　not　less　than　4.　A　simplified　mechanics　calculated　method　to　estimate　the　shear　bearing　capacity　of　this　kind　of　shear　wall　was　put　forward.　And　the　calculated　results　are　in　good　agreement　with　the　experimental　results.　©　(2013)　Trans　Tech　Publications,　Switzerland.