Prefabricated　double　skin　composite　shear　walls　(DSCWs)　are　constructed　using　factory-made　standard　steel-plate　components　that　are　assembled　on-site　before　concrete　pouring.　In　this　study,　the　use　of　steel-plate　high-strength　bolt　connectors　to　form　vertical-joint-connected　semi-rigid　T-shaped　DSCWs　was　considered.　Three　semi-rigid　T-shaped　DSCWs　with　different　wall　limb　layout　types　were　designed　and　subjected　to　quasi-static　tests.　Their　damage　patterns　and　hysteresis　properties　were　investigated.　The　results　showed　that　the　ultimate　damage　to　the　semi-rigid　T-shaped　DSCWs　typically　involved　bulging　of　the　bottom　steel　plate,　crushing　of　concrete,　tearing　of　steel　welds,　and　shearing　of　connection　bolts.　The　seismic　performance　of　the　T-shaped　semirigid　DSCWs　was　notable;　the　average　ductility　coefficient　was　3.83.　An　equation　for　calculating　bending　capacity　was　also　developed.　The　values　obtained　from　the　flexural　capacity　equation　closely　matched　the　test　results,　and　the　relationship　between　the　flexural　capacity　and　the　connection　degree　was　determined.　Finally,　it　is　recommended　that　the　connection　degree　be　selected　between　0.45　and　0.65　for　engineering　applications.