To　enhance　assembly　efficiency,　a　new　bolted　beam-to-column　composite　joint　with　integrated　precast　edge　composite　hollow　floor　slab　(BJHS)　was　proposed　and　its　seismic　performance　tested　were　performed　under　column-end　cyclic　loading.　Through　test　and　finite　element　analysis　(FEA),　the　failure　mode,　hysteretic　curve,　energy　dissipation　capacity,　stiffness　degradation　and　ductility　of　the　joints　were　obtained,　along　with　the　bolt　tension　and　slippage.　Furthermore,　BJHS　was　compared　with　traditional　welded　joints　without　floor　slab　and　bolted　beam-to-column　composite　joint　with　solid　floor　slab.　The　results　indicated　that　the　joint　effectively　dissipates　seismic　energy　through　bolt　connection　slip　firstly,　which　prevents　the　premature　plastic　deformation　in　both　the　steel　beam　and　the　cantilever　beam,　thereby　enhancing　ductility　and　energy　dissipation　capacity.　Increasing　the　thickness　of　the　lower　flange　of　the　cantilever　beam　can　avoid　premature　steel　plate　elongation　or　fracture　at　the　bolt　hole　and　improve　the　ductility　and　ultimate　load-carrying　capacity　of　the　joint.　Compared　with　the　joint　without　slab,　the　BJHS　had　higher　lateral　initial　stiffness　and　ultimate　load-carrying　capacity,　but　the　damage　of　floor　slab　was　aggravated　after　bolt　connection　slipping　and　the　ductility　was　poor.　Simplified　calculation　formulas　for　the　slipping　bending　moment,　yielding　bending　moment　and　ultimate　moment　of　the　joints　without　slab　and　with　slab　were　proposed,　which　match　well　with　test　and　FEA　results.　The　influence　of　the　floor　slab　should　be　considered　in　the　subsequent　structural　design,　and　the　problem　of　early　cracking　of　cast-in-place　concrete　at　the　floor　slab　edge　should　be　paid　attention　to.