In　order　to　adapt　to　the　development　of　low-rise　residential　structure,　a　new　type　of　fabricated　composite　structure　of　lightweight　steel-pipe　recycled　concrete　frame-single-row-reinforcement　and　recycled　concrete　thin　wall　with　concealed　support　has　been　developed(referred　to　fabricated　composite　structure　of　lightweight　steel　frame-lightweight　wall).　The　precast　light　frame　and　the　light　wall　make　an　interactive　system.　The　concealed　support　is　set　to　improve　the　shear　performance　of　the　wall.　The　quasi-static　tests　of　six　specimens　of　fabricated　lightweight　steel　frame-light　wall　composite　structure　were　carried　out.　The　damage　development　process,　hysteretic　behavior,　bearing　capacity,　ductility,　stiffness,　residual　deformation　rate　and　energy　dissipating　capacity　were　analyzed.　The　results　show　that　the　fabricated　structure　has　good　coordinated　performance.　During　the　loading　process,　two　clear　seismic　fortification　lines　are　identified,　where　the　light　wall　is　the　first　line,　and　the　light　steel　frame　is　the　second　one.　The　failure　mode　of　the　light　wall　is　shear　failure.　The　failure　modes　of　beam　and　column　of　the　light　steel　frame　are　bending　failure.　The　light　wall　obviously　mitigates　the　lateral　displacement　of　light　steel　frame.　The　reinforced　beam　and　column　joints　have　no　obvious　damage,　and　the　reliable　connection　between　beam　and　column　is　realized.　At　the　same　time,　the　reduction　of　the　spacing　of　steel　bars　and　the　setting　of　concealed　support　can　significantly　improve　the　ductility　and　energy　dissipation　capacity　of　the　composite　structure,　and　obviously　delay　the　destruction　of　the　wall.　©　2018,　Editorial　Office　of　Journal　of　Building　Structures.　All　right　reserved.