Research on the Seismic Performance of Straw Panel-Infilled Concrete Frame by Shaking Table Test

Table 5

Testing cases.

Stage	Case no.	Input wave	Peak acceleration (cm/s^2)		Stage	Case no.	Input wave	Peak acceleration (cm/s^2)
			Target value	Measured value				Target value	Measured value
1	1	White noise	35	48	5	17	White noise	35	42
	2	EL Centro	35	28		18	EL Centro	400	493
	3	Taft	35	49		19	Taft	400	405
	4	Artificial wave	35	64		20	Artificial wave	400	278
2	5	White noise	35	40	6	21	White noise	35	47
	6	EL Centro	70	92		22	EL Centro	620	531
	7	Taft	70	107		23	Taft	620	539
	8	Artificial wave	70	144		24	Artificial wave	620	531
3	9	White noise	35	45	7	25	White noise	35	39
	10	EL Centro	140	214		26	EL Centro	800	530
	11	Taft	140	216		27	Taft	800	562
	12	Artificial wave	140	206		28	White noise	35	59
4	13	White noise	35	43		29	EL Centro	1100	576
	14	EL Centro	220	280		30	Taft	1100	715
	15	Taft	220	417
	16	Artificial wave	220	348