The　superimposed　slab　shear　wall　has　been　found　to　be　more　and　more　applicable　in　the　building　construction　industry　due　to　its　building　industrialization　superiority.　The　hysteretic　behavior　of　superimposed　slab　shear　walls　accounts　for　an　important　part　of　seismic　performance　analysis.　This　paper　presents　the　results　of　a　numerical　study　to　investigate　the　hysteretic　behavior　of　superimposed　slab　shear　walls.　Different　calculation　methods　of　the　shear　capacity　of　the　combined　interface　and　horizontal　connection　are　introduced.　The　calculated　results　show　that　the　shear　capacity　of　the　combined　interface　and　horizontal　connection　is　much　larger　than　the　ultimate　shear　capacity　of　a　superimposed　slab　shear　wall.　Therefore,　the　bond　slip　effect　of　a　combined　interface　and　horizontal　connection　can　be　ignored　in　finite　element　analysis　on　the　premise　of　it　not　affecting　calculation　precision.　Three　different　theoretical　analysis　models,　namely　the　vertical　multi-line　element　model,　bend-shear　coupled　fiber　model　and　layered　shell　element　model,　were　established　in　OpenSEES　based　on　a　macro-model　and　a　micro-model.　The　results　show　that　the　calculated　results　of　the　vertical　multi-line　element　model　and　the　bend-shear　coupled　fiber　model　agree　reasonably　with　the　experiment　results,　whereas　the　calculated　results　of　the　layered　shell　model　gave　a　relatively　larger　initial　stiffness.