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

Table 2

Specimens information.

Group	Specimen ID	Link length e (mm)	Length ratio	Intermediate stiffeners	F (kN)	Number of bolts
Bolted connection	PDKB-1	400	1.0	1 at 200 mm	200	44
	PDKB-2	600	1.6	2 at 200 mm	200	44
	PDKB-3	800	2.1	3 at 200 mm	200	44
Welded connection	PDKW-2	600	1.6	2 at 200 mm	200	0