A　new　type　of　hybrid　energy　dissipation　device　termed　as　friction-shape　memory　alloy　(SMA)　spring　device　(FSD)　was　presented　in　this　word.　This　hybrid　device　consists　of　friction　component　and　large-scale　superelastic　SMA　helical　springs.　Based　on　the　mechanical　models　of　the　SMA　spring　and　frictional　force,　a　restoring　force　model　for　the　FSD　was　developed.　The　proposed　FSD　devices　were　used　as　energy　dissipation　brace　(Friction-SMA　spring　Brace,　FSB)　for　seismic　control　of　a　single-layer　spherical　lattice　shell　with　surrounding　columns.　By　using　the　ABAQUS　software,　the　FE　model　of　the　complete　structure　was　established　and　the　dynamic　elasto-plastic　analysis　under　multi-dimensional　seismic　excitations　was　carried　out.　The　displacement　response,　acceleration　response,　equivalent　plastic　strain　and　energy　response　of　the　roof　and　the　supporting　structure　in　the　controlled　and　uncontrolled　lattice　shells　were　compared　and　analyzed.　The　results　indicate　that　the　FSB　devices　in　the　substructure　of　the　lattice　shell　roof　provide　full　hysteresis　loops　and　benefit　for　energy　dissipation.　Under　strong　earthquakes,　the　energy　dissipation　of　the　controlled　structure　mainly　depends　on　the　SFB,　which　reduces　plastic　development　and　seismic　damage.　In　addition,　the　FSB　devices　exhibit　superior　seismic　control　effect　of　the　horizontal　response　to　that　of　the　vertical　response　of　the　lattice　shell　roof　and　its　supporting　structure.　©　2018,　Editorial　Office　of　Journal　of　Vibration　and　Shock.　All　right　reserved.