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

Table 9

Test results of the deformation.

Specimen no.	Feature state	(mm)	(mm)	(mm)	(mm)	(mm)	() (%)	() (%)	() (%)
XJJD	Yield	13.27	0.62	0.36	14.25	3.46	74.9	94.5	80.5
	Peak	79.74	9.69	7.45	96.88	3.93	79.1	83.0	96.1
	Ultimate	90.84	12.42	6.38	109.64	3.34	80.4	83.4	97.0
SSJD	Yield	12.90	0.50	1.45	14.85	3.78	69.2	89.5	79.7
	Peak	75.78	6.69	4.55	87.02	4.45	82.8	87.7	95.1
	Ultimate	90.03	9.54	5.31	104.88	3.19	83.3	86.3	97.0
SUJD	Yield	13.03	0.48	1.94	15.45	3.84	67.5	87.4	80.1
	Peak	75.86	9.65	6.74	92.25	4.71	78.2	83.1	95.1
	Ultimate	87.19	15.24	9.38	111.81	4.00	75.3	78.7	96.5