In　view　of　the　disadvantages　such　as　higher　yield　stress　and　inadequate　adjustability,　a　combined　low　yield　point　steel　plate　damper　involving　low　yield　point　steel　plates　and　common　steel　plates　is　proposed.　Three　types　of　combined　plate　dampers　with　new　hollow　shapes　are　proposed,　and　the　specific　forms　include　interior　hollow,　boundary　hollow,　and　ellipse　hollow.　The　＂maximum　stiffness＂　and　＂full　stress　state＂　are　used　as　the　optimization　objectives,　and　the　topology　optimization　of　different　hollow　forms　by　alternating　optimization　method　is　to　obtain　the　optimal　shape.　Various　combined　steel　plate　dampers　are　calculated　by　finite　element　simulation,　the　results　indicate　that　the　initial　stiffness　of　the　boundary　optimized　damper　and　interior　optimized　damper　is　lager,　the　hysteresis　curves　are　full,　and　there　is　no　stress　concentration.　These　two　types　of　optimization　models　made　in　different　materials　rations　are　studied　by　numerical　simulation,　and　the　adjustability　of　yield　stress　of　these　combined　dampers　is　verified.　The　nonlinear　dynamic　responses,　seismic　capacity,　and　damping　effect　of　steel　frame　structures　with　different　combined　dampers　are　analyzed.　The　results　show　that　the　boundary　optimized　damper　has　better　energy-dissipation　capacity　and　is　suitable　for　engineering　application.