Research Article
Analysis of Vibration Response Law of Multistory Building under Tunnel Blasting Loads
Table 3
Main frequency domain and dominant frequency data.
| Floor | 1st | 2nd | 3rd | 4th |
| Main frequency domain (Hz) | 14.6∼109.2 | 14.6∼140.4 | 14.6∼78 | 14.6∼46.8 | Dominant frequency of each frequency band (Hz) | Frequency band 1 | 15 | 13.5 | 14 | 14 | Frequency band 2 | 20.5 | 28 | 28.5 | 28.5 | Frequency band 3 | 37 | 40 | 44 | 32.5 | Frequency band 4 | 57.5 | 47 | 50 | 49.5 | Frequency band 5 | 76.5 | 67.5 | 73.5 | 74.5 | Frequency band 6 | 85 | 89.5 | 82 | 79 | Frequency band 7 | 101.5 | 101.5 | 104 | 102 | Frequency band 8 | 110.5 | 119 | 113.5 | 113.5 | Frequency band 9 | 136 | 128 | 132 | 127.5 | Frequency band 10 | 148.5 | 151.5 | 148 | 148 | Frequency band 11 | 162 | 159.5 | 156.5 | 160.5 | Frequency band 12 | 182 | 177 | 174.5 | 173.5 | Frequency band 13 | 191.5 | 192 | 192.5 | 200.5 | Frequency band 14 | 206.5 | 206 | 212 | 217 |
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