Research Article
Experimental and Numerical Studies of AP1000 Shield Building considering Fluid-Structure Interaction
Table 7
Peak strain and strain variation factor under scaled El Centro ground motion.
| Model | Height of measuring point (m) | Peak strain () (strain variation factor) | 0.10 g | 0.15 g | 0.20 g | 0.30 g |
| Model I | 0.18 | 20.71 | 31.61 (1.53) | 41.33 (2.00) | 61.28 (2.96) | 0.39 | 15.61 | 23.27 (1.49) | 31.49 (2.02) | 48.10 (3.08) | 0.60 | 12.63 | 18.84 (1.49) | 26.61 (2.11) | 37.14 (2.94) | 0.81 | 8.92 | 13.35 (1.50) | 18.56 (2.08) | 26.87 (3.01) | 1.02 | 4.75 | 7.21 (1.52) | 9.37 (1.97) | 14.59 (3.07) |
| Model II | 0.18 | 21.67 | 33.31 (1.54) | 44.86 (2.07) | 68.23 (3.15) | 0.39 | 16.05 | 24.24 (1.51) | 34.94 (2.18) | 52.82 (3.29) | 0.60 | 12.81 | 19.72 (1.54) | 28.77 (2.25) | 39.46 (3.08) | 0.81 | 8.71 | 13.26 (1.52) | 20.48 (2.35) | 27.34 (3.14) | 1.02 | 4.73 | 7.36 (1.56) | 9.50 (2.01) | 15.27 (3.23) |
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