This　study　investigates　the　hysteretic　load-displacement　behavior　of　screwed　connections　in　cold-formed　steel　(CFS)　shear　walls　sheathed　with　corrugated　steel　sheathing　(CSS)　under　cyclic　loading.　The　screwed　connection　performance　of　corrugated　steel　sheathed　CFS　shear　walls　is　governed　by　a　combination　of　shear　and　tensile　forces,　with　a　particular　focus　on　the　hysteretic　response　perpendicular　to　the　corrugations　in　this　research.　The　test　results　revealed　that　under　negative　loading,　the　peak　load　of　specimens　increased　with　sheathing　thickness　but　decreased　with　higher　corrugation　rib.　Specimens　exhibited　slight　variations　in　peak　load　under　positive　loading,　while　substantial　stiffness　differences　were　observed　among　those　with　different　sheathing　thicknesses　and　types.　Screw　spacing　and　loading　method　demonstrated　negligible　influence　on　hysteretic　responses.　Additionally,　a　constitutive　hysteresis　model　was　developed　based　on　experimental　data　for　refined　numerical　simulations　of　corrugated　steel　sheathed　shear　walls.　The　work　is　intended　to　provide　critical　missing　information　for　the　design　of　framed　shear　walls　with　CSS　in　multi-storey　buildings.