Seismic Response and Damage Analysis of Large Inverted Siphon Structure

Table 4

Displacement response maximum value at characteristic point 5 (unit: m).

Displacement response	Empty pipe condition			Three pipe water filled
	Synthetic wave	EL-centro wave	Hollister-02 wave	Synthetic wave	EL-centro wave	Hollister-02 wave
Lateral displacement	0.042	0.021	0.010	0.057	0.026	0.014
Vertical displacement	0.027	0.011	0.008	0.027	0.012	0.007