Nonlinear Finite Element Analysis of Sloshing

Table 2

Simulation cases for the sloshing response.

Case	Frequency 𝜔ℎ (rad/s)	Amplitude 𝑎ℎ (m)
		Smaller wave	Steeper wave
1	0.7 𝜔1	0.0052	0.0520
2	0.9 𝜔1	0.0039	0.0393
3	𝜔1	9.9 * 10^−4	0.0097
4	1.3 𝜔1	0.0015	0.0301