Research Article
Optimal Transportation Scheduling of Prefabricated Components Based on Improved Hybrid Differential Firefly Algorithm
Table 3
Distance between the prefabricated component factory and the construction site Daj (km).
| Daj | j = 1 | j = 2 | j = 3 | j = 4 | j = 5 | j = 6 | j = 7 | j = 8 | j = 9 | j = 10 | j = 11 | j = 12 |
| a = 1 | 18.0 | 21.4 | 25.0 | 15.0 | 38 | 42.5 | 31.6 | 30.0 | 46.0 | 54.8 | 85.4 | 72.8 | a = 2 | 45.0 | 37.5 | 18.0 | 18.0 | 33.5 | 12.5 | 20.0 | 31.0 | 45.0 | 60.5 | 90.0 | 71.0 | a = 3 | 67.0 | 46.0 | 81.4 | 61.8 | 96.0 | 80.5 | 50.0 | 40.5 | 25.0 | 12.5 | 20.0 | 11.3 |
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