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

Table 10

Test results.

Specimen ID	Link rotation		Link shear force		Frame drift
	(mrad)	(mrad)	(kN)	(kN)
PDKB-1	15.9	147	148	426	0.21	1.96
PDKB-2	8.2	80	124	378.6	0.16	1.60
PDKB-3	7.6	77	97	322.8	0.20	2.04
PDKW-2	7.4	68	145	472.8	0.14	1.37