Experimental Investigation of Seismic-Induced Hydrodynamic Pressures on a Vertical Wall under Conditions of Wave Resonance

Table 2

Maximum values of the hydrodynamic pressure due to the Mexicali earthquake waveform (EQ2).

Number	Height (cm)	PGA (g)
		0.05	0.10	0.15	0.20	0.25	0.30
	2	0.231	0.453	0.831	1.296	1.543	1.799
	8	0.223	0.452	0.83	1.303	1.562	1.8
	14	0.207	0.448	0.83	1.329	1.599	1.83
	20.5	0.182	0.44	0.845	1.372	1.653	1.867
	27.5	0.152	0.413	0.792	1.394	1.702	1.905