Seismic Behavior of T-Shaped Concrete-Filled Steel Tubular Column to Steel Beam Joints with Side Plates

Table 4

Loads and displacements of characteristic points.

Specimen	(kN)	(mm)	(rad)	(kN)	(mm)	(kN)	(mm)	(rad)	μ
J-1	47.84	11.87	1/152	52.98	16.94	45.03	19.77	1/91	1.67
J-2	39.56	13.11	1/137	46.91	21.09	39.87	27.82	1/65	2.12
J-3	48.40	14.25	1/126	55.98	23.07	47.58	26.37	1/68	1.85
J-4	45.64	17.83	1/101	50.94	22.93	50.48	25.11	1/72	1.41
J-5	28.48	8.04	1/224	31.32	9.66	30.95	21.76	1/83	2.71
J-6	54.69	9.71	1/185	71.05	21.87	60.39	23.17	1/78	2.39
J-7	53.75	11.93	1/151	65.91	17.05	64.40	29.65	1/60	2.49