Recent　research　identified　the　feasibility　of　adopting　corrugated　steel　sheets　as　the　sheathing　material　in　the　cold　-formed　steel　(CFS)　shear　wall　system.　However,　different　experimental　results　were　reported　when　using　different　corrugated　cross-sections.　To　determine　the　effect　of　different　corrugated　steel　sheathings　on　the　shear　capacities　of　CFS　shear　walls,　this　paper　conducted　an　experimental　study　on　the　seismic　behavior　of　corrugated　steel　sheet　sheathed　shear　walls　with　different　cross-section　profiles.　The　selection　of　corrugated　cross-sectional　dimensions　was　informed　by　the　existing　research,　including　corrugated　steel　sheets　with　a　rib　height　of　5　mm,　15　mm,　and　38　mm.　The　experiments　involved　ten　full-scale　shear　wall　specimens　evaluated　under　lateral　monotonic　loading　and　cyclic　loading.　The　test　results　indicate　that　shear　walls　with　5　mm-rib-height　corrugated　steel　sheets　are　most　likely　to　produce　shear　buckling　waves,　and　therefore　have　the　best　ductility　and　highest　utilization　of　sheathing　capacity.　Shear　walls　are　more　apt　to　screw　connection　failure　and　sheathing　local　buckling　as　the　rib　height　increases.　There　is　no　obvious　difference　in　the　shear　capacity　between　the　three　types　of　shear　walls　due　to　the　premature　failure　of　15　mm-and　38　mm-rib-height　corrugated　steel　sheets.　Sheathing　buckling　was　detected　and　a　substantial　increase　in　the　shear　capacity　was　achieved　when　the　reduced　screw　spacing　was　adopted　in　the　15　mm-rib-height　corrugated　sheet　sheathed　shear　walls.　The　design　of　corrugated　steel　sheet　sheathed　shear　walls　needs　to　consider　the　influence　of　both　the　corrugation　and　screw　arrangement.