Evaluation of Seismic Response Trends from Long-Term Monitoring of Two Instrumented RC Buildings Including Soil-Structure Interaction

Table 1

Maximum PGA and PRA recorded by individual sensors.

Sensor	Max. acceleration in X-direction (g)	Max. acceleration in Y-direction (g)
Free field
10 (PGA)	0.0074	0.0138
Building A
6 (PGA)	0.0059	0.0093
7 (PGA)	0.0061	0.0090
3 (PRA)	0.019	0.040
4 (PRA)	0.021	0.041
Building B
8 (PGA)	0.0071	0.0071
9 (PGA)	0.0070	0.0076
1 (PRA)	0.025	0.025
2 (PRA)	0.030	0.025