Seismic Behavior of Hybrid Frame Joints between Composite Columns and Steel Beams

Table 5

Displacement and ductility detail.

Sample ID	Displacement at yield (mm)		Yielding load (kN) (mm)		Ductility coefficient
	Positive	Negative	Positive	Negative	Average
SRC-1	9.27	8.17	31.82	31.81	3.66
SRC-2	11.67	11.21	29.71	29.92	2.61
SRC-3	12.56	10.75	29.71	29.97	2.58