Earthquake-induced　damage　often　is　caused　by　large　deformation　and　floor　acceleration.　To　ensure　a　fast　function　recovery　process,　controlling　postevent　permanent　deformation　also　is　very　critical.　Combining　the　merits　of　different　lateral　force-resisting　systems　is　a　promising　solution　to　control　these　engineering　demand　parameters　simultaneously.　Therefore,　this　study　investigated　a　resilient　steel　frame　with　multiple　lateral　force-resisting　systems　and　developed　the　corresponding　seismic　design　method.　Specifically,　the　proposed　steel　frame　consists　of　buckling-restrained　braces,　viscous　damping　braces,　and　a　moment-resisting　frame,　which　mainly　control　peak　interstory　drift　ratio　(theta　p),　peak　floor　acceleration　(Ap),　and　residual　interstory　drift　ratio　(theta　r),　respectively.　Based　on　the　equivalent　single-degree-of-freedom　systems,　nonlinear　time-history　analyses　were　conducted　to　obtain　various　constant-ductility　response　spectra.　These　response　spectra　were　incorporated　into　the　proposed　design　method　which　jointly　defines　theta　p,　Ap,　and　theta　r　as　the　performance　objectives.　A　six-story　benchmark　steel　frame　was　selected　for　demonstrating　the　seismic　performance　of　the　frame　and　validating　the　design　method.　Because　theta　r　is　a　critical　metric　for　evaluating　seismic　resilience,　three　levels　of　theta　r　were　used　in　the　design　examples.　The　seismic　analysis　results　indicated　that　the　designed　structures　can　well　satisfy　the　preselected　performance　objectives.