Seismic Response and Damage Analysis of Large Inverted Siphon Structure

Table 3

Stress amplitude at characteristic points (unit: MPa).

Characteristic point	Synthetic wave				EL-centro wave				Hollister-02 wave
	Without water		Water		Without water		Water		Without water		Water
	1	1.25	−2.28	0.70	−1.12	0.64	−1.35	0.18	−1.10	0.36	−1.82	0.20	−1.11
2	0.98	−1.35	1.13	−0.51	0.88	−0.80	0.73	−0.62	0.46	−0.67	0.89	−0.65
3	1.44	−0.81	1.11	−0.68	0.50	−0.85	0.64	−0.63	0.52	−0.66	0.41	−0.92
4	0.28	−1.44	0.22	−2.01	0.25	−1.12	0.22	−1.53	0.24	−0.83	0.40	−1.30
5	0.16	−0.55	0.20	−0.92	0.13	−0.43	0.10	−0.75	0.18	−0.33	0.38	−0.92
6	0.07	−0.24	0.05	−0.50	0.09	−0.25	0.07	−0.50	0.07	−0.17	0.16	−0.52