請用此 Handle URI 來引用此文件:
http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/31883
完整後設資料紀錄
DC 欄位 | 值 | 語言 |
---|---|---|
dc.contributor.advisor | 連豊力 | |
dc.contributor.author | Yi-Mu Lin | en |
dc.contributor.author | 林沂穆 | zh_TW |
dc.date.accessioned | 2021-06-13T03:23:15Z | - |
dc.date.available | 2006-07-30 | |
dc.date.copyright | 2006-07-30 | |
dc.date.issued | 2006 | |
dc.date.submitted | 2006-07-28 | |
dc.identifier.citation | References
Books for traffic engineering: [1: MUTCD 1978] Federal Highway Administration, “Manual on Uniform Traffic Control Devices for Streets and Highways,” 1978 [2: Homburger 1982] W. S. Homburger, Editor, “Transportation and Traffic Engineering Handbook,” Second Edition, Prentice Hall, 1982 [3: FHWA 1987] Federal Highway Administration, “TRANSYT-7F User’s Manual, Release 5.0,” Jul 1987 [4: HCM 1997] “Highway Capacity Manual, Special Report 209,” 3rd Edition, Transportation Research Board, National Research Council, Washington, DC, (revised) 1997 [5: Roess et al. 1998] Roger P. Roess, William R. McShane, and Elena S. Prassas, “Traffic Engineering,” Second Edition, Prentice Hall, 1998 Advanced Traveler Management Systems and Advanced Traffic Management Systems: [6: Kay 1990] J. L. Kay, “Advanced Traffic Management Systems - An Element of Intelligent Vehicle-Highway Systems,” in proceedings of the International Congress on Transportation Electronics, 1990. Vehicle Electronics in the 90's, Warrendale, PA, USA, Oct 1990, pp.73 – 84 [7: Kirson 1992] A. Kirson, “ATIS-a modular approach,” in proceedings of IEEE, Position Location and Navigation Symposium, 1992. Record. '500 Years After Columbus - Navigation Challenges of Tomorrow'. IEEE PLANS '92, Monterey, CA, USA, 23-27 Mar 1992, pp. 528-533 [8: Hellinga et al. 1995] B. Hellinga, H. Rakha, and M. Van Aerde, “Coupled evaluation of communication system loading and ATIS/ATMS efficiency,” in proceedings of Vehicle Navigation and Information Systems Conference, 1995. Proceedings. In conjunction with the Pacific Rim TransTech Conference. 6th International VNIS. 'A Ride into the Future' , Seattle, WA, USA, 30 Jul-2 Aug 1995, pp. 286-291 [8: Barceló & García 1999] J Barceló, and D García, “Some Issues Concerning the Use of Simulation in Advanced Traffic Management Systems,” in proceedings of the 20th Transport Research Conference of the Australian Road Research Board, Melbourne, Australia, 1999, pp.1-14 [9: Abe et al. 2000] K. Abe, T. Tobana, T. Sasamori, and H. Koizumi, “A Study on a Road-vehicle Communication System for the Future Intelligent Transport Systems,” in proceedings of 2000 7th IEEE International Conference on Parallel and Distributed Systems, ICPADS'2000, Iwate, Japan , July 4-7 2000, pp. 343-348 Combine Traffic Flow & Traffic Signal Control: [10: Allsop 1974] R. E. Allsop, “Some Possibilities for Using Traffic Control to Influence Trip Distribution and Route Choice,” in proceedings of the 6th International Symposium on Transportation and Traffic Theory, D. J. Buckley, ed., Elsevier, New York, NY, 1974, pp. 345-373 [11: Dickson 1981] T. J. Dickson, “A Note on Traffic Assignment and Signal Timings in Signal Controlled Road Network,” Transportation Research Part B: Methodological, Vol. 15, 1981, pp. 267-271 [12: Sheffi & Powell 1983] Y. Sheffi, and W. B. Powell, “Optimal Signal Settings Over Transportation Networks,” Journal of Transportation Engineering, Vol. 109, No. 6, 1983, pp. 824-839 [13: Fisk 1984] C. S. Fisk, “Game theory and Transportation Systems Modeling,” Transportation Research Part B: Methodological, Vol. 18, 1984, pp. 301-313 [14: Cantarella et al. 1991] G. E. Cantarella, G. Improta, and A. Storza, “Iterative Procedure for Equilibrium Network Traffic Signal Settings,” Transportation Research Part A: Policy and Practice, Vol. 24, 1991, pp. 241-249 [15: Smith and Van Vuren 1993] M. J. Smith, and T. Van Vuren, “Traffic Equilibrium with Responsive Traffic Control,” Transportation Science, Vol. 27, 1993, pp. 118-132 [16: Yang & Yagar 1995] H. Yang, and S. Yagar, “Traffic Assignment and Signal Control in Saturated Road Networks,” Transportation Research Part A: Policy and Practice, Vol. 29, No. 2, 1995, pp. 125-139 [17: Meneguzzer 1997] C. Meneguzzer, “Review of Models Combining Traffic Assignment and Signal Control,” Journal of Transportation Engineering, Vol. 123, Issue 2, March/April 1997, pp. 148-155 [18: Li & Shi 2003] Z. Li, and S. Shi, “A Differential Game Modeling Approach to Dynamic Traffic Assignment & Signal Control,” EJTIR, 3, No. 3, June 2003, pp. 281-297 Intersection Control: A. Fixed-Time Strategies: [19: Webster 1958] F. V. Webster, “Traffic Signal Settings,” Road Research Paper, No. 39, Road Research Laboratory, Her Majesty’s Stationery Office, London, UK, 1958 [20: Miller 1963-12] A. J. Miller, “Settings for Fixed-cycle Traffic Signals,” Operations Research, Vol. 14, No. 4, Dec 1963, pp. 373-386 [21: Dunne & Potts 1964] M. C. Dunne, and R. B. Potts, “Algorithm for Traffic Control,” Operations Research, Vol. 12, No. 6, Special Transportation Science Issue, Nov/ Dec 1964, pp. 870-881 B. Traffic-Responsive Strategies: [22: Miller 1963] A. J. Miller, “A Computer Control System for Traffic Networks,” in proceedings of the Second International Symposium on the Theory of Road Traffic Flow, London, UK, 1963, pp. 200-220 [23: Gazis & Potts 1963] D. C. Gazis, and R. B. Potts, “The Oversaturated Intersection,” RC-929, International Business Machines Corporation, Thomas J. Watson Research Center, Yorktown Heights, N.Y., 1963 [24: Porche et al. 1996] I. Porche, M. Sampath, R. Sengupta, Y.-L. Chen, and S. Lafortune, 'A Decentralized Scheme for Real-time Optimization of Traffic Signals,' in proceedings of 1996 IEEE International Conference on Control Applications, Dearborn, MI, USA, 15-18 Sep 1996, pp. 582-589 Coordinated Control: A. Fixed-Time Strategies: [25: Morgan & Little 1964] J. T. Morgan and J. D. C. Little, “Synchronizing Traffic Signals for Maximal Bandwidth,” Operations Research, Vol. 12, No. 6, June 1964, pp. 896-912 [26: Little 1966] J. D. C. Little, “The Synchronization of Traffic Signals by Mixed-Integer Linear Programming,” Operations Research, Vol. 14, No. 4, Jul 1966, pp. 568-594 [27: Robertson 1969] D. I. Robertson, “TRANSYT method for area traffic control,” Traffic Eng. Control, vol. 10, 1969, pp. 276–281 [28: Wallace & Courage 1981] C. E. Wallace, and K. G. Courage, “Arterial Progression-New Design Approach,” Transportation Research Record 881, 1981, pp. 53-59 [29: Shanteau 1982] R. M. Shanteau, “Improved Manual Methods of Coordinated Signal Timing,” in proceedings of 68th Annual Road School, Purdue University, USA, 1982, pp. 134-142 [30: Cohen 1983] S. C. Cohen, “Concurrent Use of MAXBAND and TRANSYT Signal Timing Programs for Arterial Signal Optimization,” Transportation Research Record 906, 1983, pp. 81-84 [31: Skabardonis & May 1985] A. Skabardonis, and A. D. May, “Comparative Analysis of Computer Models for Arterial Signal Timing,” Transportation Research Record 1021, 1985, pp. 45-52 [32: Luo 1986] B. Luo, “Study on Design Methods of Arterial Traffic Signal Timing Plans,” Graduate School of Transportation & Communication Management Science, National Cheng Kung University, Taiwan, June 1986 [33: Hwang 1988] H. Hwang, “Traffic Signal Timing Plans for Bandwidth-Maximizing and Delay-Minimizing in Arterial Networks,” Graduate School of Transportation & Communication Management Science, National Cheng Kung University, Taiwan, May 1988 [34: Gartner et al. 1991] N. H. Gartner, S. F. Assmann, F. Lasaga, and D. L. Hom, “A Multiband Band Approach to Arterial Traffic Signal Optimization,” Transportation Research Part B: Methodological, Vol. 25, 1991, pp. 55-74 [35: Stamatiadis & Gartner 1996] C. Stamatiadis, and N. H. Gartner, “MULTIBAND-96: A Program for Variable-Bandwidth Progression Optimization of Multiarterial Traffic Networks,” Transportation Research Record 1554, 1996, pp. 9-26 [36: Gartner & Stamatiadis 2002] N. H. Gartner and C. Stamatiadis, “Arterial-Based Control of Traffic Flow in Urban Grid Networks,” Mathematical and Computer Modeling, Vol. 35, 2002, pp. 657-671 B. Traffic-Responsive Strategies [37: Hunt et al. 1982] P. B. Hunt, D. I. Robertson, and R. D. Bretherton, “The SCOOT On-line Traffic Signal Optimization Technique,” Traffic Engineering Control, Vol. 23, pp. 190-192, 1982 [38: Robertson & Bretherton 1991] D. I. Robertson, and R. D. Bretherton, “Optimizing Networks of Traffic Signals in Real Time-The SCOOT Method,” IEEE Transactions on Vehicular Technology, Vol. 40, Issue 1, Feb 1991, pp. 11-15 [39: Lowrie 1992] P. R. Lowrie, “SCATS- A Traffic Responsive Method of Controlling Urban Traffic,” Roads and Traffic Authority NSW, Australia, 1992 [40: Liao 1998] L. C. Liao, “A Review of the Optimized Policies for Adaptive Control Strategy (OPAC),” Research Report UCB-ITS-PWP-98-9, University of California, Berkeley, ISSN 1055-1417, April 1998 [41: Gartner et al. 2001] N. H. Gartner, F. J. Pooran, and C. M. Andrews, “Implementation of the OPAC adaptive control strategy in a traffic signal network,” in proceedings of 2001 IEEE Intelligent Transportation Systems, 2001, Oakland, CA, USA, 25-29 Aug 2001, pp. 195 -200 [42: Boillot et al. 1992] F. Boillot, J. M. Blosseville, J. B. Lesort, V. Motyka, M. Papageorgiou, and S. Sellam, “Optimal signal control of urban traffic networks,” in proceedings of 6th IEE International Conference on Road Traffic Monitoring and Control, London, UK, 1992, pp. 75-79 [43: Head et al. 1992] K. L. Head, P. B. Mirchandani, and D. Sheppard, “Hierarchical Framework for Real-time Traffic Control,” Transportation Research Record 1360, 1992, pp. 82-88 [44: Dell’ Olmo & Mirchandani 1995] P. Dell’Olmo, and P. B. Mirchandani, “REALBAND: An Approach for Real-time Coordination of Traffic Flows on a Network,” Transportation Research Record 1494, 1995, pp. 106-116 [45: Mirchandani & Head 2001] P. Mirchandani, and L. Head, “A Real-time Traffic Signal Control System: Architecture, Algorithms, and Analysis,” Transportation Research Part C: Emerging Technologies, Vol. 9, Issue 6, Dec 2001, pp. 415-432 [46: Wey 2000] W. Wey, “Model formulation and solution algorithm of traffic signal control in an urban network,” Computers, Environment and Urban Systems, Vol. 24, Issue: 4, Jul 2000, pp. 355-378 [47: Sakakibara et al. 2005] H. Sakakibara, M. Aoki, and H. Matsumoto, “Advanced Traffic Signal Control System Installed in Phuket City, Kingdom of Thailand,” SEI Technical Review, Information and Communication Systems, No. 60, June 2005, pp. 54-58 [48: Gazis 1964] D. C. Gazis, “Optimum Control of a System of Oversaturated Intersections, ” Operations Research, Vol. 12, No. 6, Special Transportation Science Issue, Nov/Dec 1964 , pp. 815-831 [49: D’ Ans & Gazis 1976] G. C. D' Ans, and D. C. Gazis, “Optimal Control of Oversaturated Store-and- Forward Transportation Networks,” Transportation Science, Vol. 10, Issue 1, Feb 1976, pp. 1-19 [50: Choy et al. 2004] M. C. Choy, D. Srinivasan, and R. L. Cheu, “Simultaneous perturbation stochastic approximation based neural networks for online learning, ” in proceedings of the 7th International IEEE Conference on Intelligent Transportation Systems, 2004, Washington D.C., USA, 3-6 Oct 2004, pp. 1038- 1044 [51: Srinivasan & Choy 2006] D. Srinivasan, and M. C. Choy, “Cooperative multi-agent system for coordinated traffic signal control,” Intelligent Transport Systems, IEE Proceedings, Vol. 153, Issue. 1, Mar 2006, pp. 41 – 50 Review: [52: Papageorgiou et al. 2003] M. Papageorgiou, C. Diakaki, V. Dinopoulou, A. Kotsialos, and Y. Wang, “Review of Road Traffic Control Strategies,” Proceedings of the IEEE, Vol. 91, No. 12, Dec 2003 pp: 2043-2067 Simulations: [53: Hanselman and Littlefield 2005] D. Hanselman, and B. Littlefield, “Mastering MATLAB 7,” International Edition, Person Prentice Hall, 2005 Website: [54: ITS America] ITS America, http://www.itsa.org/ [55: ITS Taiwan] ITS Taiwan, http://www.its-taiwan.org.tw/ [56: ITS Japan] ITS Japan, http://www.its-jp.org/ | |
dc.identifier.uri | http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/31883 | - |
dc.description.abstract | 在過去,所有的交通號誌控制設計皆採用路邊感測器收集到的交通流參數作為時制計畫的輸入值;然而隨著智慧型運輸系統的整合與發展,藉由現代通訊科技,駕駛者的行車資訊未來可望輕易獲得。可蒐集交通資訊內容的改變,顯然將造成交通號誌控制設計上的變更。為了更有效率地利用這些可能產生的先進交通資訊,我們在此提供一個新的即時交通號誌控制方案,稱為同步綠燈帶寬分配設計(Simultaneous bandwidth allocation)。
設想一未來場景—交通號誌控制者和駕駛者皆擁有雙方完整交通資訊。我們所提出的同步綠燈帶寬分配設計,將每條街上每個路口的等候車輛數量當作輸入,並嘗試使區域都市格狀網路中給予綠燈的使用率達到最大。為了衡量綠燈選擇的績效,在這篇論文中我們提出數個系統績效指標值。 使用同步綠燈帶寬分配,遭遇到的最大問題就是綠燈的選擇機制,為了解決此問題,我們進一步將先前提出的績效指標值轉化為對應的綠燈帶寬選擇法。另外,為驗證動態同步綠燈帶寬分配設計是否可行,我們將之與一簡單交通流量變動規則結合,用以評斷不同綠燈選擇策略的績效。本論文內另一個重要參數為「交通流率總量」,考量不同交通流率總量的情況,可以發現當流率大於等待車輛的疏散率時,我們所提出的幾個綠燈帶寬選取設計結果皆相同。除此之外,在進入交通流率與離開疏散率相等時動態同步綠燈帶寬分配的指標表現最佳。 | zh_TW |
dc.description.abstract | In the past, traffic signal control strategies always use the traffic patterns gathered as inputs to formulate their traffic signal timing plans. As Intelligent Transportation Systems (ITS) develop, travelers’ information may be collected through modern communication technology, and thus the types of traffic information are changed. To improve the efficient use of the possible advanced traffic information, a new real-time traffic signal control scheme, the simultaneous bandwidth allocation (SBA) design, is proposed.
A future scenario with perfect traffic information for both the traffic signal controller and travelers are considered. The design of simultaneous bandwidth allocation takes the queuing vehicles at each intersection of the street as inputs, and tries to maximize the utility of the given bandwidth on a local urban grid network. Several system performance indexes (PI) are also presented to examine the performance of the bandwidth selection. The bandwidth selecting problem occurring in SBA is solved by different PI-based bandwidth selecting mechanisms. To test the feasibility of the dynamic SBA design, a simple flow changing algorithm is used to illustrate the performance of the proposed bandwidth selecting strategies. By applying different total flow rate conditions, it is found that the results of these bandwidth selecting approaches are the same once the flow rate equals or exceeds the dispersing rate of queuing vehicles. In addition, the dynamic SBA has its best performance on PIs when the incoming flow rate is equal to the dispersing rate. | en |
dc.description.provenance | Made available in DSpace on 2021-06-13T03:23:15Z (GMT). No. of bitstreams: 1 ntu-95-R93921016-1.pdf: 2242436 bytes, checksum: 5ab05b988b8e06ea65897bd88684d120 (MD5) Previous issue date: 2006 | en |
dc.description.tableofcontents | Contents
摘要 I ABSTRACT III CONTENTS V LIST OF FIGURES IX LIST OF TABLES XIII CHAPTER 1 1 INTRODUCTION 1 1.1 MOTIVATION 1 1.2 CONTRIBUTION OF THE THESIS 3 1.3 ORGANIZATION OF THE THESIS 4 CHAPTER 2 5 BACKGROUND OF INTELLIGENT TRANSPORTATION SYSTEMS AND TRAFFIC SIGNAL CONTROL 5 2.1 DESCRIPTION OF INTELLIGENT TRANSPORTATION SYSTEMS 6 2.1.1 Concept of Intelligent Transportation Systems 6 2.1.2 ITS Structures of America and Japan 7 2.1.2.1 Structures of ITS America 7 2.1.2.2 ITS Structures of Japan 10 2.2 INTRODUCTION TO TRAFFIC SIGNAL CONTROL 12 2.2.1 Intersection Traffic Signal Timing Control 15 2.2.1.1 Fixed-time Control Strategies 15 2.2.1.2 Traffic-responsive Control Strategies 16 2.2.2 Coordinated Traffic Signal Timing Control 17 2.2.2.1 Fixed-time Control Strategies 17 2.2.2.2 Traffic-responsive Control Strategies 27 CHAPTER 3 33 PROBLEM FORMULATION 33 3.1 TRAFFIC SIGNAL CONTROL WITH IDEAL ITS STRUCTURE 33 3.1.1 Two ITS Subsystems Related to Traffic Signal Control 34 3.1.2 Interaction between ATMS and ATIS 36 3.2 PROBLEM STATEMENT 38 3.3 ASSUMPTIONS FOR TRAVELERS’ ROUTE DECISIONS 39 CHAPTER 4 41 DESIGN OF TRAFFIC SIGNAL CONTROL STRATEGIES UNDER A PERFECT INFORMATION ENVIRONMENT 41 4.1 INFORMATION UNDER FULL COMMUNICATION ENVIRONMENT 42 4.1.1 The Communication Environment 42 4.1.2 The Content of Traffic Information 44 4.2 BANDWIDTH REDEFINITION 45 4.3 BANDWIDTH ALLOCATION FOR TWO-WAY ARTERIALS 49 4.4 SIMULTANEOUS BANDWIDTH ALLOCATION DESIGN WITH PERFECT INFORMATION 55 4.4.1 Bandwidth Allocation with Perfect Information 55 4.4.2 Simultaneous Bandwidth Allocation Design 57 4.4.3 Bandwidth Selecting Mechanisms for Simultaneous Bandwidth Allocation Design 70 4.4.3.1 Maximum BW utility Selection 70 4.4.3.2 Maximum STR Selection 72 4.4.3.3 Maximum/Minimum QPI Selection 74 4.4.4 Simultaneous Bandwidth Allocation Design under Dynamic Travelers’ Demands 82 CHAPTER 5 87 SIMULATION STUDY ON BW SELECTING MECHANISMS WITH DYNAMICAL FLOW CHANGING MODEL 87 5.1 SIMULATION ASSUMPTIONS AND PARAMETER SETTINGS 88 5.2 THE INFLUENCES OF DIFFERENT DBWS/LBWS INFORMATION 91 5.2.1 Simulation Results of Different DBWs Information 94 5.2.2 Simulation Results of Different LBWs Information 97 5.3 PERFORMANCES OF DIFFERENT PI-BASED BW SELECTING MECHANISMS 98 5.3.1 PI-based BW Selecting Mechanisms under Different Total Flow Constants 98 5.3.2 Steady States of Maximum BW utility/STR BW Selecting Mechanisms under Different Total Flow Constants 110 CHAPTER 6 115 CONCLUSION AND FUTURE WORK 115 6.1 CONCLUSION 115 6.2 FUTURE WORK 117 REFERENCES 119 | |
dc.language.iso | en | |
dc.title | 在理想交通資訊下都市格狀交通網路的交通號誌時制計畫設計—使用同步綠燈帶寬分配 | zh_TW |
dc.title | Simultaneous Bandwidth Allocation Design for Traffic Signal Timing Plans in Urban Grid Traffic Networks under Perfect Traffic Information | en |
dc.type | Thesis | |
dc.date.schoolyear | 94-2 | |
dc.description.degree | 碩士 | |
dc.contributor.oralexamcommittee | 張堂賢,李後燦 | |
dc.subject.keyword | 同步綠燈帶寬分配,交通資訊,即時交通號誌控制,交通任務與號誌控制,綠燈帶寬選取, | zh_TW |
dc.subject.keyword | simultaneous bandwidth allocation,traffic information,real-time traffic signal control,traffic assignment and signal control,bandwidth selection, | en |
dc.relation.page | 125 | |
dc.rights.note | 有償授權 | |
dc.date.accepted | 2006-07-30 | |
dc.contributor.author-college | 電機資訊學院 | zh_TW |
dc.contributor.author-dept | 電機工程學研究所 | zh_TW |
顯示於系所單位: | 電機工程學系 |
文件中的檔案:
檔案 | 大小 | 格式 | |
---|---|---|---|
ntu-95-1.pdf 目前未授權公開取用 | 2.19 MB | Adobe PDF |
系統中的文件,除了特別指名其著作權條款之外,均受到著作權保護,並且保留所有的權利。