Research Article
Performance Analysis of Prefabricated Steel-Spring Floating-Slab Track and Its Application to Urban Express Rail Transit
Table 8
Vibration indicators of floating-slab track.
| Calculation working condition | Track vertical displacement (mm) | Track vertical acceleration RMS value (g) | Track lateral displacement (mm) | Track lateral acceleration RMS value (g) | L = 3.6 m | L = 4.8 m | L = 3.6 m | L = 4.8 m | L = 3.6 m | L = 4.8 m | L = 3.6 m | L = 4.8 m |
| Straight line-140 | 2.016 | 1.849 | 0.611 | 0.624 | 0.104 | 0.118 | 0.024 | 0.036 | Straight line-160 | 2.033 | 1.850 | 0.644 | 0.782 | 0.111 | 0.125 | 0.025 | 0.038 | Straight line-200 | 2.039 | 1.859 | 0.730 | 0.912 | 0.244 | 0.217 | 0.040 | 0.042 | Curve-140 | 1.990 | 1.772 | 0.646 | 0.770 | 0.145 | 0.195 | 0.048 | 0.050 | Curve-160 | 1.999 | 1.789 | 0.713 | 0.967 | 0.103 | 0.170 | 0.049 | 0.054 |
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RMS: root mean square; L: length.
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