An　experimental　investigation　on　the　cyclic　behavior　of　the　joints　for　steel　H-shaped　beams　to　steel　rectangular　tube　columns　using　end-plate　and　blind　bolts　is　conducted　in　this　paper.　The　load-bearing　capacity,　rotation　stiffness　and　hysteretic　behavior　of　the　joints　are　studied.　In　terms　of　the　types　of　beams　(pure　steel　beam　and　composite　steel　beam　with　concrete　slab)　and　columns　(pure　steel　rectangular　tube　column　and　concrete-filled　steel　rectangular　tube　column),　a　total　of　four　different　joints　are　tested　and　compared.　It　is　found　that　filling　concrete　in　rectangular　tube　columns　can　avoid　the　failure　mode　of　column　tube　wall　yielding　under　bending　moment.　Furthermore,　due　to　the　contribution　of　the　concrete　slab,　the　bending　capacity　and　initial　rotational　stiffness　of　the　composite　steel　beam-to-column　joint　are　significantly　greater　than　those　of　the　pure　steel　beam-to-column　joint　under　sagging　or　hogging　moments.　Under　most　circumstances,　the　joints　demonstrate　excellent　ductility　with　the　interstory　displacement　angle　greater　than　0.04　rad,　which　satisfies　the　requirement　for　resisting　severe　earthquakes.Copyright　(c)　2023　by　The　Hong　Kong　Institute　of　Steel　Construction.　All　rights　reserved.