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　diameter,　the　length,　and　the　amount　of　studs,　the　thickness　of　the　concrete　wall,　the　thickness　of　steel　plate　and　the　rate　of　reinforcement　for　distributing　bars　in　the　walls　are　considered.　The　shear　bearing　capacity,　load-slip　relationship,　strains　of　the　steel　plate　and　studs,　and　development　of　concrete　cracks　are　analyzed.　The　mechanical　properties,　failure　modes,　and　the　effect　of　stud　layout　on　the　coordinate　work　of　the　concrete　plate　are　studied.　Experimental　study　shows　that　the　shear　bearing　capacity　is　obviously　improved　by　using　smaller　diameter　studs,　decreasing　the　distance　between　studs　when　the　total　area　of　studs　does　not　change.　The　thickness　of　the　concrete　wall　should　be　thick　enough　to　meet　the　basic　requirements.　However,　the　variance　of　the　steel　plate　thickness　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　four.　A　simplified　mechanics　computing　method　to　estimate　the　shear　bearing　capacity　of　this　kind　of　shear　wall　is　put　forward.