Experimental Study on Seismic Response of a Large-Span and Column-Free Subway Station in Composite Strata

Table 4

Test cases for the shaking table test.

Case ID	Input wave	Acceleration amplitude (g)
C1	White noise	0.05
C2	Guangzhou wave	0.10
C3	El Centro	0.10
C4	Kobe	0.10
C5	White noise	0.05
C6	Guangzhou wave	0.20
C7	El Centro	0.20
C8	Kobe	0.20
C9	White noise	0.05
C10	Kobe	0.30
C11	White noise	0.05
C12	Kobe	0.40
C13	White noise	0.05
C14	Kobe	0.60
C15	White noise	0.05
C16	Kobe	0.80
C17	White noise	0.05