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

Table 3

Test results of the steel material properties.

Test	(GPa)	(MPa)	(%)	(MPa)	Elongation (%)
BW	201	369	0.18	536	32
BF	227	356	0.18	530	29
CW	224	379	0.21	543	30
CF	224	337	0.179	526	34
BRW	220	334	0.165	461	28
BRF	225	289	0.167	460	27
LW	236	271	0.163	447	35
LF	241	261	0.157	427	30

Note. E is the elastic modulus of the material, is the yield strength, is the yield strain, is the tensile strength, and Elongation is the elongation at break.