Seismic Behavior of the Removable Links in Eccentrically Braced Frames with Semirigid Connections

Table 17

Capacity and ductility coefficient of models.

Models ID	Load direction	Yield stage		Ultimate stage		Ductility coefficient
		KEBF-1	+	2.04	203.37	38.76	783.88	2.75
−	2.04		164.64	38.76	617.16	3.08
KEBF-2	+	2.70	196.77	39.60	709.26	2.61
	−	2.70	157.45	39.60	560.58	2.11
KEBF-3	+	2.40	114.24	52.80	586.52	2.58
	−	2.40	93.96	43.20	460.91	2.29
KEBF-4	+	3.20	160.90	64.08	568.84	3.32
	−	3.20	130.71	64.08	470.49	2.95
KEBF-5	+	5.40	124.14	75.60	545.94	2.33
	−	5.40	103.32	75.60	450.37	2.13
KEBF-6	+	2.70	123.99	45.60	782.06	2.85
	−	2.70	106.96	45.60	617.06	2.49
KEBF-7	+	2.40	204.47	39.60	679.34	2.81
	−	2.40	164.44	39.60	577.13	2.34