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

Table 15

The finite element analysis model information.

Models ID	The length of link e (mm)	The length ratio of link (mm)	The axial force of column (kN)	The thickness of end plate (mm)	Experiment/FEM
PDKB-2	600	1.6	200	16	Experiment
KEBF-1	400	1.1	200	16	FEM
KEBF-2	600	1.6	200	16	FEM
KEBF-3	740	2.0	200	16	FEM
KEBF-4	890	2.4	200	16	FEM
KEBF-5	960	2.6	200	16	FEM
KEBF-6	600	1.6	200	24	FEM
KEBF-7	600	1.6	400	16	FEM