Shooting　nail　is　a　novel　fastening　approach　for　the　reinforcement　of　concrete　bridges　and　building　structures　using　bonding　steel　plates,　offering　enhanced　construction　efficiency　compared　to　traditional　chemical　anchor　bolts.　In　addition,　it　may　provide　additional　collaborative　interfacial　shear　capacity　contribution　with　adhesive　bonding,　but　relative　research　is　limited.　To　comprehensively　explore　the　interfacial　shear　capacity　of　steel　plate-concrete　with　adhesive　bonding　and　shooting　nail　fastening,　experimental　investigations　were　first　conducted.　Afterward,　FEA　was　utilized　to　investigate　the　influencing　parameters　on　the　collaborative　contribution　of　adhesive　bonding　and　shooting　nails　to　interfacial　shear　capacity,　including　concrete　strength,　steel　plate　thickness,　and　nail　spacing.　On　these　bases,　theoretical　analysis　of　the　additional　interfacial　shear　contribution　of　shooting　nails　to　steel　place-concrete　interface　was　conducted.　Finally,　based　on　the　calculation　formula　of　interfacial　shear　capacity　of　steel　plate-concrete　adhesive　bonding,　a　new　theoretical　calculation　approach　of　interfacial　shear　capacity　was　provided,　considering　the　contribution　of　both　adhesive　bonding　and　shooting　nail　fastening.