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　(θp),　peak　floor　acceleration　(Ap),　and　residual　interstory　drift　ratio　(θr),　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　θp,　Ap,　and　θr　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　θr　is　a　critical　metric　for　evaluating　seismic　resilience,　three　levels　of　θr　were　used　in　the　design　examples.　The　seismic　analysis　results　indicated　that　the　designed　structures　can　well　satisfy　the　preselected　performance　objectives.　©　2024　American　Society　of　Civil　Engineers.