Cyclic　loading　tests　of　6　specimens　were　carried　out　to　investigate　the　performance　of　different　details　of　embedded　anchors　for　the　single-plate　connection　between　steel　trusses　and　concrete　walls.　Four　types　of　anchorages　of　interest　were　stud　anchors,　stud-steel　bar　anchors,　sandwich-like　steel　bar　anchors　and　steel　panel　anchors,　respectively,　and　they　resulted　in　two　modes　of　failure.　Failure　of　the　specimen　with　stud　anchors　was　mainly　caused　by　the　failure　of　concrete　and　bond　slippage　of　studs　under　cyclic　loading,　which　affected　its　capacity　and　led　to　large　deformation.　For　the　other　three　types　of　specimens,　their　behavior　and　failure　mainly　depended　on　the　upper　and　lower　embedded　steel　bars　or　steel　panels.　The　steel　panel　anchor　could　reach　a　high　capacity　and　have　adequate　overall　seismic　behavior　by　increasing　the　steel　panel.　The　stud-steel　bar　anchor　and　the　sandwich-like　steel　bar　anchor　showed　their　behavior　between　the　above　mentioned.