The　hysteretic　performance　of　assembled　H-shaped　steel　frame-corrugated　steel　plate　shear　wall　(HCSW)　was　investigated　with　low　cycle　reciprocating　loading　test.　The　assembled　HCSW　structure　was　used　as　lateral　load-resisting　system　for　high-rise　building,　and　its　stiffness　was　excellent.　Compared　with　the　traditional　steel　shear　wall,　the　HCSW　had　better　seismic　performance.　Moreover,　when　the　frame　was　not　damaged,　the　embedded　corrugated　steel　plate　could　be　easily　disassembled　and　replaced.　Three　HCSW　specimens　with　different　steel　plate　corrugation　orientation　and　the　corrugation　wavelength　were　fabricated.　The　hysteretic　performance　of　three　HCSW　specimens　was　fully　compared.　The　key　issues,　failure　process,　hysteresis　curves,　skeleton　curves,　carrying　capacity　and　energy　consumption　were　discussed　in　depth.　The　corrugated　steel　plate　was　yielded　prior　to　the　frame　column,　indicating　that　the　HCSW　specimens　behaved　as　a　desirable　sequence　of　material　yielding.　The　energy　consumption　performance　of　HCSW　specimen　was　well.　The　ductility　and　carrying　capacity　of　HCSW　specimen　with　small　wavelength　were　greater　than　that　of　other　two　specimens.　In　addition,　the　hysteretic　performance　of　HCSW　specimen　was　simulated　based　on　the　established　finite　element　model　analysis.　The　simulated　results　of　finite　element　model　were　in　good　agreement　with　the　test　results.　The　effects　of　corrugated　steel　plate　width-to-thickness　ratio,　width-to-height　ratio　and　axial　compression　ratio　on　the　performance　of　assembled　HCSW　were　analyzed　and　discussed　based　on　the　finite　element　model.　And　according　to　the　results,　the　design　suggestions　of　assembled　HCSW　were　given.　This　research　aimed　to　provide　a　reference　for　the　design　and　evaluate　the　application　of　current　design　of　provision　for　assembled　HCSW.　The　application　of　the　HCSW　could　avoid　economic　losses　and　reduce　construction　time.