Experimental Study on the Seismic Behavior of a Steel-Concrete Hybrid Structure with Buckling Restrained Braces

Table 8

Peak strain values of the concrete wall.

SN	Peak strain ()
	S19	S20	S21	S22	S23	S24	S25	S26	S27	S28	S29	S30
26	14	48	38	38	8	6	28	48	12	18	4	6
27	16	40	46	46	18	6	34	32	12	20	4	18
28	16	48	62	80	18	6	50	44	18	18	4	8
38	72	66	114	152	12	14	14	106	42	32	18	10
39	126	60	92	272	38	18	32	66	60	54	10	12
40	152	80	142	346	46	28	44	136	316	68	32	178
54	114	96	142	108	32	18	28	76	400	58	40	40
55	190	102	120	124	40	20	38	58	754	106	42	230
56	210	152	190	186	56	54	78	132	1144	100	54	42