Bolted　joints　are　widely　used　in　beam-to-column　joints　in　structures　due　to　the　advantages　of　fast　construction,　convenient　installation　and　disassembly,　and　resource　conservation.　A　bolted　joint　configuration　between　L-shaped　concrete-filled　steel　tubular　column　and　H-section　beam　with　lower　plate　and　extended　flange　plate　was　proposed,　realizing　fully-bolted　connections　between　the　upper　and　lower　columns,　as　well　as　between　the　beam　and　the　column.　Four　specimens,　with　different　bolt　numbers　on　the　beam　flange　or　different　configurations　of　stiffeners,　had　been　designed　and　tested　under　cyclic　loads.　Finite　element　models　were　developed　and　validated　based　on　the　test　results,　and　parametric　analysis　was　performed　to　analyze　the　influence　of　extended　flange　plate　thickness　on　the　mechanical　properties　of　the　joints.　According　to　the　results,　the　hysteresis　curves　of　the　specimens　were　plump,　and　the　slippages　between　the　extended　flange　plate　and　the　beam　flange　improved　the　ductility　and　energy　dissipation　capacity　of　the　specimens.　Increasing　bolt　number　on　the　beam　flange　signifi-cantly　increased　the　joint　resistance　and　stiffness.　The　beam　vertical　stiffeners　limited　the　development　of　the　plastic　deformation　of　the　beam　flange,　thereby　reducing　the　local　buckling　of　the　beam　section.　Based　on　the　experimental　and　finite　element　analysis　results,　simplified　calculation　formulas　and　design　procedures　for　the　joint　are　proposed.