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

Table 6

Test sequence.

SN	Input	PGA (cm/s^2)
1	WN	29.4
2	EL	28.4
3	SH
4	TJ
5	WN	29.4
6	EL	77.4
7	SH
8	TJ
9	WN	29.4
10	EL	86.9
11	SH
12	TJ
13	WN	29.4
14	WN	29.4
15	EL	173.8
16	SH
17	TJ
18	WN	29.4
19	EL	197.5
20	SH
21	TJ
22	WN	29.4
23	EL	221.2
24	SH
25	TJ
26	WN	29.4
27	WN	29.4
28	EL	464.5
29	SH
30	TJ
31	WN	29.4
32	EL	489.8
33	SH
34	TJ
35	WN	29.4
36	EL	619.4
37	SH
38	TJ
39	WN	29.4
40	WN	29.4
41	EL	805.8
42	SH
43	TJ
44	WN	29.4
45	EL	979.6
46	SH
47	TJ
48	WN	29.4
49	EL	1078
50	SH
51	TJ
52	WN	29.4
53	WN	29.4
54	EL	1176
55	SH
56	TJ
57	WN	29.4

Note. SN = sequence number; PGA = peak ground acceleration; WN = white noise; EL = El Centro; SH = Shanghai; TJ = Tianjin.