Based　on　a　compression　strut　model　and　a　softened　truss　model,　this　paper　proposes　a　new　seismic　resistant　design　method　of　steel　fiber　reinforced　concrete　beam-column　connections.　Steel　fibers　mixed　into　joint　cores　can　be　regarded　as　part　of　horizontal　and　vertical　shear　reinforcements.　By　establishing　equilibrium　equations,　compatibility　equations　and　constitutive　equations　on　the　interfaces　between　joint　cores　and　beams　or　columns,　seismic　actions　transmitted　to　compression　strut　models　and　softened　truss　models　can　be　obtained.　The　proposed　design　method　can　ensure　the　horizontal　and　vertical　shear　resistant　capacities　of　joints,　and　its　reliability　is　verified　by　test　data　of　seven　steel　fiber　reinforced　concrete　beam-column　exterior　connections.