To　research　the　interfacial　bond-slip　behavior　between　a　steel　plate　and　high-strength　concrete　in　shear　walls,　10　steel　plate-reinforced　high-strength　concrete　shear　wall　(SPHSCSW)　specimens　with　group　studs　were　designed　for　push-out　tests.　The　test　parameters,　such　as　the　concrete　strength,　stud　length-to-diameter　ratio,　and　built-in　tie　bars　were　considered.　The　influence　of　different　parameters　on　the　bond-slip　behavior　of　steel　plate　with　studs　and　high-strength　concrete　was　studied　by　analyzing　the　test　load-slip　curves　and　bond　strength.　The　calculation　formula　for　the　shear　capacity　of　studs　in　SPHSCSWs　and　the　interfacial　bond-slip　constitutive　relationship　for　different　connectors　were　obtained.　This　study　shows　that　the　concrete　strength　and　the　bond　strength　of　SPHSCSWs　are　positively　correlated.　When　the　length-to-diameter　ratio　of　studs　is　greater　than　4　and　less　than　8,　the　increase　of　the　ratio　has　little　effect　on　the　improvement　of　the　interfacial　shear　capacity.　The　residual　bond　strength　of　SPHSCSWs　can　be　significantly　improved　by　replacing　part　of　the　studs　with　tie　bars.　The　calculated　results　of　proposed　fitting　shear　capacity　calculation　formula　of　studs　in　SPHSCSWs　and　the　predicted　curves　of　the　bond-slip　constitutive　relationship　agree　well　with　the　test　results.　They　can　thus　be　used　as　a　reference　for　engineering　applications.　©　2021,　Editorial　Office　of　Journal　of　Building　Structures.　All　right　reserved.