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