honeycomb steel beams;  welded ring type stirrup concrete columns;  Combine nodes;  Seismic performance

In order to study the seismic performance of honeycomb copper beam-welded ring stirrup concrete column joints, the quasi-static test of beam and column joints of four different connection forms of honeycomb steel beam-welded ring stirrup concrete columns was subjected to low-cycle repeated planting, and the failure form, bearing capacity, ductility and hysteresis characteristics of their joints under simulated earthquake action were analyzed, and the seismic performance of honeycomb steel beam-welded ring stirrup concrete columns was preliminarily discussed. The test results show that the reasonable honeycomb steel beam-welded ring stirrup concrete column joint can meet the practical requirements of seismic engineering, and through the analysis and comparison of the force performance of nodes in different connection forms, the combined joint connection form that meets the requirements of seismic design is finally obtained.