Table 3 Maximum strain rate of concrete under different test phases (10−2/s).
From: Seismic Analysis on Recycled Aggregate Concrete Frame Considering Strain Rate Effect
PGA (g) | Storey 2 | Storey 3 | |||||
|---|---|---|---|---|---|---|---|
Corner column | Corner column | ||||||
KZ3 | KZ1 | KZ7 | KZ5 | KZ3 | KZ1 | KZ7 | |
0.415 | 0.59 | 0.56 | 0.67 | 1.10 | 0.76 | 3.96 | 4.76 |
0.550 | 0.69 | 4.39 | 2.07 | 1.40 | 0.88 | 3.51 | 5.16 |
0.750 | 0.71 | 8.25 | 3.72 | 3.40 | 0.86 | 5.53 | 6.91 |
1.170 | 1.20 | 0.65 | 2.97 | 3.73 | 1.57 | 5.52 | 9.51 |
Mean value | 3.04 | ||||||