A Comparative Test Study on the Seismic Damage Sustained by Frame-Core Tube Structures

Table 10

Test procedure.

Test cases	Case designation	Intensity	Input excitation	Peak value of input acceleration (g)
1	W1	White noise		0.105
2	F7R	Frequent 7	RH1TG035	0.105
3	F7E		El Centro	0.105
4	F7H		Hollywood	0.105
5	W2	White noise		0.105
6	F8R	Frequent 8	RH1TG035	0.21
7	F8E		El Centro	0.21
8	F8H		Hollywood	0.21
9	W3	White noise		0.105
10	B7R	Basic 7	RH1TG035	0.3
11	B7E		El Centro	0.3
12	B7H		Hollywood	0.3
13	W4	White noise		0.105
14	B7.5R	Basic 7 (0.15 g)	RH1TG035	0.45
15	B7.5E		El Centro	0.45
16	B7.5H		Hollywood	0.45
17	W5	White noise		0.105
18	R7R	Rare 7	RH1TG035	0.66
19	R7E		El Centro	0.66
20	R7H		Hollywood	0.66
21	W6	White noise		0.105
22	H0.76	0.76 g	Hollywood	0.76
23	W7	White noise		0.105