With　the　elimination　of　traditional　clay-brick　structure,　new　multi-story　residential　structure　systems　desiderate　to　be　studied.　In　order　to　construct　multi-story　residential　buildings　with　better　seismic　behavior,　lower　cost　and　easier　construction,　the　energy-saving　multi-storey　RC　shear　wall　structure　with　bidirectional　single　row　of　steel　bars　and　inclined　reinforcements　is　proposed　by　the　authors.　In　onder　to　study　the　seismic　performance　of　this　new　shear　wall　structure,　the　low-frequency　cyclic　loading　tests　on　one　T-section　shear　wall　with　bidirectional　single　row　of　steel　bars　and　another　with　bidirectional　single　row　of　steel　bars　and　inclined　reinforcements　were　carried　out　along　their　flange　direction.　A　comparative　analysis　of　load-carrying　capacity,　ductility,　stiffness,　hysteresis　property,　energy　dissipation　and　failure　characteristics　between　the　two　walls　was　made.　It　is　shown　that　the　seismic　performance　of　T-shear　wall　with　inclined　reinforcements　is　better　than　the　wall　without　inclined　reinforcements.　So　it　is　able　to　meet　the　requirements　of　seismic　design　of　multi-story　residential　structure.