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

Table 3

Design values of the shear capacities of the beams.

Specimen no.	(kN)	(kN)	(kN)			Failure mode estimation
XJJD	692.91	—	161.30 (158.11)	—	4.30 (4.38)	Bending failure
SSJD	692.91	840.16	161.30 (158.11)	1.22	4.30 (4.38)	Bending failure
SUJD	692.91	940.70	161.30 (158.11)	1.36	4.30 (4.38)	Bending failure

Note. , where is the distance from the loading point to the end of the beam. The values in parentheses are the results calculated with the longitudinal bar of the beam section under tension.