Steel-plate-reinforced　concrete　composite　shear　walls　have　been　widely　used　in　high-rise　and　super-high-rise　buildings.　To　improve　the　bond　behaviour　between　the　steel　plate　and　high-strength　concrete　(HSC)　in　shear　walls,　13　steel-plate　HSC　shear　wall　(SPHSCSW)　specimens　with　group　studs　were　designed　for　push-out　tests.　Specimens　were　constructed　using　HSC　or　high-strength　recycled　aggregate　concrete　(HSRAC).　Concrete　strength,　concrete　type,　stud　length-to-diameter　ratio,　and　replacement　of　studs　with　tie　bar　connectors　are　considered.　The　influence　of　different　parameters　on　the　interfacial　bond　behaviour　of　specimens　is　discussed　by　analysing　the　load-slip　curves,　bond　strength,　and　interface　damage　energy　dissipation.　The　equations　for　the　shearing　capacity　of　studs　and　the　interfacial　bond-slip　constitutive　relationship　under　different　connectors　were　obtained.　Results　show　that　the　influence　of　concrete　strength　on　the　bond　strength　of　SPHSCSWs　is　positively　correlated,　and　the　bond　behaviour　with　HSRAC　is　similar　to　that　of　normal　HSC.　When　the　stud　length-to　diameter　ratio　exceeds　four,　increasing　the　ratio　has　little　effect　on　improving　the　shearing　capacity,　and　a　further　increase　reduces　the　residual　bond　strength.　Replacing　some　studs　with　tie　bars　can　significantly　improve　the　residual　bond　strength　and　interfacial　bond　energy　dissipation　capacity.　The　proposed　equations　for　the　shearing　capacity　of　studs　in　SPHSCSWs　and　the　bond-slip　constitutive　relationship　agree　well　with　the　test　results,　which　can　be　used　for　engineering　applications　and　further　research.