This　study　proposes　a　type　of　bolted-welded　beam-column　joint　for　modularized　prefabricated　multi-rise　and　high-rise　steel　structures.　The　components　in　the　same　module　are　welded　in　the　factory,　and　the　modules　are　quickly　assembled　using　the　proposed　joint　at　site.　The　static　performance,　hysteretic　performance,　skeleton　curves,　ductile　performance,　energy　dissipation　capacity,　rotation　capacity　and　stiffness　degradation　patterns　of　four　joints　are　obtained　by　model　experiment　and　finite　element　analyses,　and　the　effect　of　thicknesses　of　the　chords　and　web　members　on　the　static　and　seismic　performance　of　the　joint　as　well　as　the　effect　of　welding　quality　are　investigated.　The　results　show　that　due　to　the　presence　of　the　bolted　connecting　parts,　the　proposed　joints　maintain　relatively　good　seismic　performance　including　ductile　performance,　energy　dissipation　capacity　and　plastic　rotation　capacity,　and　good　static　bearing　capacity　after　the　welding　seams　fracture,　so　they　can　be　used　in　structures　of　seismic　zones.　Reducing　the　thicknesses　of　the　chord　and　the　web　members　can　significantly　decrease　the　load-bearing　capacity　of　the　joint;　however,　this　decrease　is　not　proportional　to　the　decrease　of　the　cross-sectional　area.　In　addition,　reducing　the　thicknesses　of　the　chord　and　web　members　has　no　significant　impact　on　the　ductile　performance　and　energy　dissipation　capacity　of　the　joint.　Simplified　computation　formulas　for　load-bearing　capacity　of　the　joint　were　proposed　and　the　computation　results　get　along　well　with　the　experimental　results.　(C)　2015　Elsevier　Ltd.　All　rights　reserved.