Nonlinear Response and Collapse Analysis of Double-Channel Aqueduct under Strong Earthquake

Table 3

Acceleration amplitude of input aqueduct structure in different working conditions.

Working condition	X (g)	Y	Z
Condition 1	0.8	0	0
Condition 2	1.0	0.4 g	0
Condition 3	1.0	0.8 g	0.4 g
Condition 4	1.5	0.8 g	0.8 g