英文摘要 |
This study attempts to integrate a local-developed traffic-adaptive signal control strategy with another macroscopic traffic simulation model, so as to improve model flexibility and expendability to practical applications. Furthermore, the suitability for applying this concept into the above traffic-adaptive signal control strategy is also surveyed in the study. According to the test outcomes, it is found that the proposed traffic-adaptive signal control model presents better perfermance than traditional traffic-actuated model as well as the pre-timed control strategy in terms of the average delay time per vehicle, although it is slightly inferior to them in terms of the percentage of stops. After integrating these two performance indices, we still find the proposed traffic-adaptive signal control strategy can signifìcantly obtain the best performance. Meanwhile, it is found that adopting the horizontal quene back-up function is more accurate than amploying the vertical quene back-up function, and the corresponding increase in vehicle delay times is more realistic. |