Recent　research　showed　that　cold-formed　steel　shear　walls　with　corrugated　steel　sheathing　demonstrated　high　strength,　high　initial　lateral　stiffness　but　low　ductility　and　thus　were　not　suitable　for　applied　in　the　high　seismic　risk　zone.　The　paper　presents　a　solution　by　installing　a　special　energy　dissipation　bracing　(EDB)　to　improve　the　ductility　of　the　corrugated　sheet　sheathed　shear　walls.　The　EDB　can　be　tuned　according　to　the　CFS　shear　wall　base　performance　to　achieve　the　highest　post-peak　deflection　capacity,　therefore　the　seismic　ductility　will　be　significantly　improved.　To　prove　the　concept　and　analyze　the　feasibility　of　the　new　EDB,　a　test　program　of　a　total　of　9　full-scale　shear　walls　was　conducted.　The　test　results　indicated　that　the　corrugated　steel　sheathed　shear　walls　using　the　EDB　with　optimal　parameters　demonstrated　an　improved　high　ductility　without　a　significant　reduction　in　shear　strength　and　initial　lateral　stiffness.　Details　of　the　test　program　and　general　results　are　present　in　this　paper.　©　Structural　Stability　Research　Council　Conference　2022,　Held　in　conjunction　with　NASCC:　The　Steel　Conference.