Research Article
Optimal Signal Design for Mixed Equilibrium Networks with Autonomous and Regular Vehicles
Table 2
Optimal green time ratios under different strategies.
| | | Strategy 1 | Strategy 2 | Strategy 3 | Strategy 4 |
| Optimal green time ratios of intersection 4 | Phase 1 | 0.288 | 0.265 | 0.276 | 0.225 | Phase 2 | 0.212 | 0.158 | 0.208 | 0.156 | Phase 3 | 0.225 | 0.164 | 0.254 | 0.278 | Phase 4 | 0.202 | 0.285 | 0.162 | 0.228 | Phase 5 | 0.073 | 0.128 | 0.1 | 0.113 |
| Optimal green time ratios of intersection 2 | Phase 1 | 0.252 | 0.229 | 0.201 | 0.189 | Phase 2 | 0.164 | 0.182 | 0.223 | 0.301 | Phase 3 | 0.284 | 0.256 | 0.189 | 0.156 | Phase 4 | 0.192 | 0.165 | 0.172 | 0.123 | Phase 5 | 0.108 | 0.168 | 0.119 | 0.165 | Phase 6 | — | — | 0.096 | 0.066 |
| Total system cost | | 2422422 | 2508682 | 2897253 | 2995322 |
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