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

Table 2

Specimen bearing capacities.

Check	Bending capacity ratio		Shear capacity ratio			Shear capacity of core area
Ratio	RC column/beam	CFST column/beam	Beam	RC column	CFST column	XJJD
	Result	3.16 (3.22)	2.56 (4.35)	4.30 (4.38)	1.19	1.17	1.86

Note. , where is the distance from the loading point to the end of the beam; , , is the distance from the end of the column to the outside of the core area of the joint, and the values in parentheses are the results calculated with the longitudinal bar of the beam section under tension.