建議

1、 本研究所建構之車流模擬模式僅適用於二車道高速公路路段，後續研 究可將變換車道規則延伸，建構三車道或多車道高速公路路段之車流 模擬模式。

2、 在車流模擬模式中匝道併入規則之研擬，後續研究可嘗試以不同的駕 駛行為規則建構車輛併入規則；此外，在參數設定上，也可以不同的 參數值進行模擬，藉以觀察不同駕駛行為下的車流變化。

3、 本研究所構建之整合型 FLRC 模式係以上游匝道之儀控率作為第三 個狀態變數來進行各匝道儀控率推估，建議後續研究可加入其它相關 變數進行模式構建，以考量匝道間相互關聯性，期使控制結果更佳。

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例如，上游匝道車流型態、下游匝道儀控率等。

4、 本研究所提之模糊邏輯匝道儀控模式，對於狀態變數與控制變數之隸 屬函數參數和邏輯規則設定係以主觀方式設定之，並非模式最佳化之 結果，日後研究可採人工智慧方式校估參數與邏輯規則設定。

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參考文獻

1. 細胞自動機文獻

【1】 Bando, M., Hasebe, K., Nakayama, A., Shibata, A. and Sugiyama, Y., 1995, “Dynamic model of traffic congestion and numerical simulation,” Physical Review E 51, pp.1035-1042.

【2】 Barlovic, R., Santen, L., Schadschneider, A. and Schreckenberg, M., 1998, “Metastable states in cellular automata for traffic flow,” The European Physica Journal B, 5, pp.793-800.

【3】 Brilon, W., Huber, F., Schreckenberg, M., and Wallentowitz, H., 1998, Traffic and Mobility,Springer Berlin.

【4】 Jia, B., Jiang, R. and Wu, Q. S., 2005, “The effects of accelerating lane in the on-ramp system,” Physica A, 345, pp.218-226.

【5】 Jiang, R., Wu, Q. S. and Wang, B. H., 2002, “Cellular automata model simulating traffic interactions between on-ramp and main road,” Physical Review E 66, 036104.

【6】 Jiang, R. and Wu, Q. S., 2003, “Cellular automata models for synchronized traffic flow,” J. Phys A: Math. Gen., 36, pp.381-390.

【7】 Jiang, R. and Wu, Q. S., 2006, “Phase transition at an on-ramp in the Nagel-Schreckenberg traffic flow model,” Physica A , 366, pp.523-529.

【8】 Kerner, B. S. and Klenov, S. L., 2002, “A microscopic model for phase transition in traffic flow,” Journal of Physics A: Math. Gen., 35, L31-L43.

【9】 Kerner, B. S. and Klenov, S. L., 2003, “Microscopic theory of spatial-temporal congested traffic patrerns at highway bottlenecks,”

Physica Review E, 68, 036130.

【10】 Kerner, B. S., Rehborn, H., Aleksic, M. and Haug, A., 2004,

“Recognition and tracking of spatial–temporal congested traffic patterns on freeways,” Transpn Res.-C, Vol.12, pp.369-400.

【11】 Kerner, B. S., 2005, “Control of spatiotemporal congested traffic

74

patterns at highway bottleneck,” Physica A, 355, pp.565-601.

【12】 Knospe, W., Santen, L., Schadschneider, A. and Schreckenberg M., 1999, “Disorder effects in cellular automata for two-lane traffic,”

Physica A, 265, pp.614-633.

【13】 Knospe, W., Santen, L., Schadschneider, A. and Schreckenberg, M., 2000, “Towards a realistic microscopic description of highway traffic,” J. Phys. A:Math. Gen., 33, L477-L485.

【14】 Knospe, W. Santen, L. Schadschneider, A. and Schreckenberg, M., 2004, “Empirical test for cellular automaton models of traffic flow,”

Physical Review E, 70, 016115.

【15】 Lan, L. W. and Hsu, C. C., 2005, “Using cellular automata to explore spatiotemporal traffic patterns,” Proceedings, 10th International Conference of Hong Kong Society for Transportation Studies, pp.210-219.

【16】 Lan, L. W. and Hsu, C. C., 2006, “Formation of spatiotemporal traffic patterns with cellular automaton simulation,” Transportation Research Board, 85th Annual Meeting, Washington, DC, in CD-ROM.

【17】 Li, F., Gao, Z. Y. and Jia, B., 2007, “Traffic behavior in the on-ramp system with signal controlling,” Physica A, Vol. 385, Issue 1, 1, pp.333-342.

【18】 Nagel, K. and Schreckenberg, M., 1992, “A cellular automaton model for freeway traffic,” J. Phy. I France 2, pp.2221-2229.

【19】 Neubert, L., Santen, L., Schadschneider, A. and Schreckenberg, M., 1999, “Single-vehicle data of highway traffic : A statistical analysis,”

Physical Review E, Vol.60, No.6, pp.6480-6490.

【20】 Pederson, M. M. and Ruhoff, P. T., 2002, “Entry ramps in the Nagel-Schreckenberg model,” Physical Review E, 65, 056705.

【21】 Pottmeier, A., Barlovic, R., Knospe, W., Schaschneider, A. and Schreckenberg, M., 2002, “Localized defects in a cellular automaton model for traffic flow with phase separation,” Physica A, Vol.308, Issue 1-4, pp.471-482.

【22】 Rickert, M., Nagel, K., Schreckenberg, M. and Latour, A., 1996 , “A

75

Two lane traffic simulations using cellular automata,” Physica A, 231, pp.534-550.

【23】 Wang, R., Jiang, R., Wu, Q. S. and Liu, M., 2007, “Synchronized flow and phase separations in single-lane mixed traffic flow,”

Physica A, 378, pp.475–484.

【24】 Wolfram S., 1983, “Statistical mechanics of cellular automata.” Rev.

Mod. Phys., 55, pp.601-644.

2. 匝道儀控文獻

【1】 Bogenberger, K., El-Araby, K. and Keller, H., 2000, “Design of a genetic fuzzy approach for ramp metering,” IEEE Intelligent Transportation System Conference Proceedings, pp.470-475.

【2】 Bogenberger, K. and Keller H., 2001, “An evolutionary fuzzy system for coordinated and traffic responsive ramp metering,” Proceedings of the 34th Hawaii International Conference on System Sciences.

【3】 Chen, L., May, A. and Auslander, D., 1990, “Freeway ramp control using fuzzy set theory for inexact reasoning,” Transpn Res.-A, Vol.24A, No.1, pp.15-25.

【4】 Chiou, Y.C. and Y.C. Wang, 2005, “Development of genetic fuzzy logic controller-based ramp metering strategies,” presented at the 10th International Conference for Hong Kong Society of Transportation Studies, Hong Kong, Dec.10~12.

【5】 Davis, L. C., 2006, “Controlling traffic flow near the transition to the synchronous flow phase ,” Physica A, 368, pp.541–550

【6】 Gomes, G. and Horowitz, R., 2006, “Optimal freeway ramp metering using the asymmetric cell transmission model,” Transpn Res.-C, 14, pp.244-262.

【7】 Huang, D. W., 2002, “Highway on-ramp control,” Physical Review E, Vol. 65, 046103.

【8】 Kerner, B. S., 2005, “Control of spatiotemporal congested traffic patterns at highway bottlenecks,” Physica A , 355, pp.565–601

【9】 Lee, S., Teng, Y. and Wang, W., 2000, “Highway ramp control via

76

fuzzy logic,” The Ninth IEEE International Conference on, Vol.1, pp.274-278.

【10】 Okushima, M., Takihi, Y. and Akiyama, T., 2003, “Fuzzy traffic controller in ramp metering of urban expressway,” Journal of Advanced Computational Intelligence and Intelligent Informatics, Vol.7, No.2, pp.207-214.

【11】 Papageorgiou, M. and Kotsialos, A., 2002, “Freeway ramp metering : An overview,” IEEE Transactions on intelligent transportation systems, Vol.3, No.4, pp.271-281.

【12】 Sasaki, T. and Akiyama, T., 1988, “Traffic control process of expressway by fuzzy logic,” Fuzzy Sets and Systems, Vol.26, pp.165-178.

【13】 Taylor, C., Melrdre, D. and Jacobson, L., 1998, “Fuzzy ramp metering design overview and simulation results,” Transportation Research Record 1634, pp.10-18.

【14】 Tong, R. M., 1984, “A retrospective view of fuzzy control systems,”

Fuzzy Sets and Systems, 14, pp.199-210.

【15】 Wei, C. H., 2001, “Analysis of artificial neural network models for highway ramp metering control,” Artificial Intelligence in Engineering, 15, pp.241-252.

【16】 Wu, J., McDonald M. and Chatterjee K., 2007, “A detailed evaluation of ramp metering impacts on driving behavior,” Transpon Res.-F, 10, pp.61-75.

【17】 Wattleworth, J. A. and Berry, D. S., 1965, “Peak-period control of a freeway system - some theoretical investigations,” Highway Res. Rec.

89, l-25.

【18】 Zhang, H. and Ritchie, S., 1997, “Freeway ramp metering using artificial neural networks,” Transpn Res.-C, Vol.5, No.5, pp.273-286.