Research Article
[Retracted] Application of CAD in Semifinished Product Packaging Art Design
Table 4
Vibration caused by railway and highway transportation.
| Type of transportation | Operation | Maximum acceleration (g) | Up and down | Left and right | Front and back |
| Railway wagon | Vibration during operation (30∼ 60 km/h) | 0.2∼0.6 | 0.1∼0.2 | 0.1∼0.2 | Vibration during deceleration | 0.6∼1.7 | 0.2∼1.2 | 0.2∼0.5 |
| Automobile | General highway | Good pavement | 0.4∼0.7 | 0.1∼0.2 | 0.1∼0.2 | 20∼40 km/h | Bad pavement | 1.3∼2.4 | 0.4∼1.0 | 0.5∼1.5 | Paved highway | The full load | 0.6∼ 1.0 | 0.2∼0.5 | 0.1∼0.4 | 50∼ 100 km/h | No load | 1.0∼1.6 | 0.6∼1.4 | 0.2∼0.9 |
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