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

Table 2

Test results of L-shaped columns.

Specimen	Load/kN		Displacement/mm			Displacement ductility factor
	Yield	Ultimate	Yield	Ultimate	Failure
L60L	131	150	10.15	12.83	33.20	3.27
L60S	174	204	8.53	14.47	19.58	2.30
L75L	136	150	8.82	13.60	27.05	3.06
L75S	200	235	7.26	14.31	16.27	2.24
L90L	158	177	8.83	13.00	22.01	2.49
L90S	189	220	8.46	15.42	16.78	2.10

Data in the table are test results loading in positive direction; webs of L-shaped columns were under compression at that time.