Research Article
Investigation on Seismic Damage Model Test of a High Concrete Gravity Dam Based on Application of FBG Strain Sensor
Table 7
Maximum accelerations on the model. AC: Accelerometers; WN: White noise; SW: Seismic wave.
| Load Case | AC1 | AC2 | AC3 | AC4 |
| WN | 0.0614 | 0.1845 | 0.2560 | 0.3654 | SW1 | 0.1533 | 0.5150 | 0.7587 | 1.4354 | SW2 | 0.2258 | 0.7098 | 0.9750 | 1.8256 | SW3 | 0.2741 | 0.8073 | 1.1844 | 2.0010 | SW4 | 0.3418 | 0.8868 | 1.3614 | 2.2588 | SW5 | 0.4826 | 1.0994 | 1.5294 | 1.1117 | SW6 | 0.8961 | 1.7435 | 1.9051 | 1.2986 | SW7 | 1.2775 | 2.1258 | 1.4380 | 2.0592 | SW8 | 1.4176 | 1.9358 | 1.9586 | 1.7199 |
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