Using　the　orthogonal　test　theory,　five　full　sized　tuning　mass　damped　buckling-restrained　brace　(TMD-BRB)　specimens　were　designed,　manufactured　and　tested.　The　influence　factors　included　work　period,　contact　surface　craft　and　springs　layout.　There　were　3　levels　for　work　period　and　2　levels　for　the　other　two.　The　effects　of　spring,　friction　between　contact　surfaces　and　force　form　on　the　dynamic　behavior　of　specimens　were　investigated　in　detail.　In　addition,　the　performance　of　BRBs　in　the　related　structures　was　tested.　The　tests　included　free　vibration,　resonance　tests　under　common　seismic　intensity　and　cyclic　static　tests.　Spectral　characteristics　of　specimens,　change　laws　of　dynamic　coefficients　and　damping　ratios,　and　hysteretic　curves　were　analyzed.　The　results　showed　that　the　specimens　with　symmetrical　springs　and　wheels　have　a　high　tuning　precision,　strong　TMD　properties　and　standard　index　for　BRB　performance　to　realize　a　structural　balance　between　composite　vibration　reduction　functions.