Research Article
Dynamic Behavior and Serviceability Analysis of a New Type of U-Shaped Steel-Concrete Composite Floor Slab
Table 4
The peak accelerations of the measured points under the eight test conditions.
| Measuring point | 8 | 9 | 14 | 15 | 16 | 22 | 27 |
| (a) | | | | | | | | 1.7 Hz | 1.37 | 0.98 | 0.59 | 0.85 | 0.89 | 0.65 | 0.42 | 2.1 Hz | 1.78 | 1.30 | 0.92 | 1.32 | 1.27 | 0.84 | 0.73 | 2.4 Hz | 2.67 | 2.74 | 1.06 | 3.12 | 1.76 | 2.14 | 0.81 |
| (b) | | | | | | | | 1.7 Hz | 1.44 | 1.02 | 0.78 | 1.12 | 1.15 | 0.81 | 0.53 | 2.1 Hz | 2.39 | 1.57 | 1.96 | 1.44 | 1.42 | 0.91 | 0.78 | 2.4 Hz | 3.41 | 2.82 | 1.21 | 3.73 | 1.96 | 2.25 | 1.26 |
| (c) | | | | | | | | 1.7 Hz | 1.97 | 1.40 | 0.56 | 0.62 | 1.51 | 1.07 | 0.60 | 2.1 Hz | 3.10 | 3.35 | 0.74 | 0.87 | 2.20 | 2.38 | 1.91 | 2.4 Hz | 4.46 | 4.03 | 5.02 | 6.26 | 5.54 | 4.09 | 2.55 |
| (d) | | | | | | | | 1.7 Hz | 2.77 | 2.31 | 1.99 | 2.75 | 2.39 | 1.62 | 1.89 | 2.1 Hz | 8.39 | 8.18 | 5.04 | 7.35 | 8.64 | 7.47 | 6.05 | 2.4 Hz | 10.65 | 9.87 | 10.68 | 14.27 | 12.33 | 6.99 | 3.95 |
| (e) | | | | | | | | 1.7 Hz | 2.34 | 2.22 | 1.77 | 2.44 | 2.24 | 1.10 | 0.63 | 2.1 Hz | 3.11 | 3.44 | 3.17 | 4.39 | 5.09 | 1.41 | 1.02 | 2.4 Hz | 6.80 | 6.47 | 6.74 | 7.49 | 6.48 | 6.34 | 4.97 |
| (f) | | | | | | | | 1.7 Hz | 12.17 | 13.06 | 12.67 | 12.22 | 12.39 | 11.87 | 11.32 | 2.1 Hz | 13.57 | 13.63 | 13.01 | 14.09 | 14.00 | 12.72 | 11.48 | 2.4 Hz | 17.40 | 20.46 | 18.46 | 22.42 | 21.38 | 20.76 | 13.91 |
| (g) | | | | | | | | 1.7 Hz | 18.01 | 20.84 | 20.23 | 21.56 | 20.91 | 21.00 | 12.69 | 2.1 Hz | 20.12 | 21.83 | 21.24 | 23.02 | 21.81 | 22.08 | 14.83 | 2.4 Hz | 21.45 | 25.89 | 23.54 | 28.23 | 27.61 | 27.42 | 18.66 |
| (h) | | | | | | | | 1.7 Hz | 1.61 | 1.23 | 0.82 | 1.45 | 1.24 | 1.06 | 0.75 | 2.1 Hz | 2.67 | 2.76 | 2.72 | 3.35 | 3.44 | 3.28 | 2.39 | 2.4 Hz | 6.95 | 6.02 | 7.06 | 9.64 | 7.78 | 7.64 | 5.19 |
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