Experimental Study of the Seismic Performance of L-Shaped Columns with 500 MPa Steel Bars

Table 3

Behavior of L-shaped columns with different bars.

Specimen	Generalized carrying capacity 𝛾/10^−2 m		Displacement/mm			Displacement ductility ratio
	Yield	Ultimate	Yield	Ultimate	Failure
L60L	6.15	7.05	10.15	12.83	33.20	3.27
L60-400	5.24	6.12	8.14	15.24	25.38	3.12