This　manuscript　innovatively　presented　a　new　type　of　assembled　H-shaped　steel　frame-corrugated　steel　plate　shear　wall　(HCSW).　The　hysteretic　performance　of　assembled　HCSW　under　cyclic　quasi-static　loading　was　investigated.　The　HCSW　specimens　with　different　corrugated　steel　plate　thickness　and　axial　compression　ratio　were　fabricated.　The　H-shaped　steel　frame-flat　steel　plate　shear　wall　(HPSW)　was　fabricated　as　control　test　specimen.　The　failure　process,　hysteresis　curves,　skeleton　curves,　lateral　capacities,　energy　consumption　and　the　other　issues　were　discussed.　The　hysteretic　performance　of　HPSW　and　HCSW　was　compared.　It　could　be　found　that　the　hysteretic　performance　of　HCSW　was　better　than　that　of　HPSW.　The　corrugated　steel　plate　was　yielded　prior　to　frame　column　as　a　desirable　sequence　of　material　yielding.　In　addition,　the　finite　element　model　was　established　to　simulate　hysteretic　performance　of　HCSW　specimen.　The　parameters　included　width-to-thickness　ratio,　width-to-height　ratio,　and　axial　compression　ratio　in　this　research.　The　effects　of　parameters　on　HCSW　hysteretic　performance　were　analyzed　and　discussed　based　on　the　finite　element　model.　According　to　the　research　results,　the　recommended　values　of　parameters　were　proposed　based　on　the　analysis　results.　Furthermore,　the　calculation　formula　of　HCSW　initial　stiffness　was　presented.　This　research　could　provide　a　reference　for　the　design　and　evaluate　the　application　of　current　design　of　provision　for　assembled　HCSW.