Seismic Performance of Full-Scale Joints Composed by Concrete-Filled Steel Tube Column and Reinforced Concrete Beam with Steel Plate-Stud Connections

Table 8

Bending bearing capacity of each specimen.

Specimen no. loading direction		(kN·m)	(kN·m)	(kN·m)
XJJD	(+)	533.37	612.34	612.34
	(−)	522.61	663.97	663.97
SSJD	(+)	533.37	677.13	587.19
	(−)	522.61	776.63	673.47
SUJD	(+)	533.37	720.58	624.87
	(−)	522.61	785.73	681.36