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

Table 12

Ductility coefficients.

Specimens	PDKB-1	PDKB-2	PDKB-3	PDKW-2
Yield displacement	13.5	10.2	9.5	10.1
Maximum displacement	35.3	28.88	36.77	24.63
Ductility coefficients	2.61	2.83	3.87	2.44