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

Table 6

Test values of feature points of specimens.

Specimen no.	Position	Loading direction	Yield		Peak		Ultimate
			(mm)	(kN)	(mm)	(kN)	(mm)	(kN)
XJJD	North beam	Positive	17.71	220.34	100.81	250.22	112.98	212.69
		Negative	−22.86	−184.33	−79.34	−255.55	−122.50	−217.22
	South beam	Positive	16.73	196.33	79.67	222.63	87.99	189.24
		Negative	−22.25	−195.34	−83.10	−257.17	−91.00	−218.59
SSJD	North beam	Positive	18.63	223.90	91.47	263.91	108.07	224.32
		Negative	−19.69	−235.62	−97.62	−288.47	−107.54	−245.20
	South beam	Positive	19.35	213.73	96.87	250.04	104.46	212.53
		Negative	−19.32	−251.96	−97.98	−301.00	−126.12	−255.85
SUJD	North beam	Positive	19.29	227.45	96.96	279.27	115.81	237.39
		Negative	−19.21	−251.93	−94.46	−288.77	−118.75	−245.45
	South beam	Positive	17.94	220.51	92.93	267.66	104.23	227.51
		Negative	−18.90	−249.64	−93.30	−307.61	−121.53	−261.47