Research Article
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 |
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