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

Table 6

Energy dissipation coefficients.

Sample ID	Under ultimate capacity		At failure
	Area A		Area A
SRC-1	2300	0.23	4183	0.3
SRC-2	2257	0.24	4909	0.3
SRC-3	2196	0.22	6091	0.4