Offering　the　advantages　of　non-combustibility,　high　shear　strength,　and　high　shear　stiffness,　a　cold-formed　steel　(CFS)　shear　wall　sheathed　with　corrugated　steel　sheets　(CSS)　is　a　promising　shear　wall　system　for　low-　and　midrise　constructions　in　high　wind　and　seismic　zones.　As　the　primary　lateral　force-resistant　component　of　CFS　structures,　the　lateral　response　of　CSS　sheathed　shear　wall　is　primarily　determined　by　the　CFS-to-sheathing　screwed　connections.　The　connection　performance　of　screws　in　CFS　walls　was　determined　by　a　combination　of　shear　and　tensile　forces,　with　a　particular　focus　on　the　shear　performance　parallel　to　the　corrugation　direction　within　the　plane.　The　series　of　experiments　reported　in　this　paper　characterize　the　hysteretic　behavior　of　the　screwed　connections　between　CFS　studs　and　sheathing　panel　under　shear　loading.　Experimental　tests　were　conducted　in　order　to　generate　the　hysteretic　responses　of　CFS-to-CSS　screwed　connections　with　varied　sheathing　panel　types,　sheathing　thicknesses,　screw　spacings,　and　edge　distances.　The　results　indicated　that　the　test　phenomena　observed　in　the　screwed　connection　between　CFS　and　sheathing　panel　during　the　entire　loading　process　were　generally　a　combination　of　several　failure　modes,　which　was　predominantly　influenced　by　the　sheathing　thickness,　the　end　distance,　and　the　loading　method.　The　peak　load　of　the　specimens　under　monotonic　loading　were　greater　than　that　under　cyclic　loading　and　increased　almost　linearly　with　the　increase　in　sheathing　thickness.　Referring　to　North　American　code　provisions,　a　calculation　method　for　the　strength　of　CFS-to-CSS　screwed　connections　was　proposed.　Finally,　based　on　the　experimental　data,　a　hysteretic　constitutive　model　for　CFS-to-CSS　screwed　connection　was　established.　This　model　serves　as　preliminary　preparation　for　the　refined　numerical　simulation　of　corrugated　steel　sheathed　shear　wall.