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題名:模擬式動態交通指派模式之研究
書刊名:運輸計劃
作者:胡大瀛 引用關係
作者(外文):Hu, Ta-yin
出版日期:2001
卷期:30:1
頁次:頁1-31
主題關鍵詞:動態交通指派模擬指派模式路徑最佳化Dynamic traffic assignmentSimulation-assignment modelSystem optimal route
原始連結:連回原系統網址new window
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  • 被引用次數被引用次數:期刊(1) 博士論文(1) 專書(0) 專書論文(0)
  • 排除自我引用排除自我引用:1
  • 共同引用共同引用:6
  • 點閱點閱:30
在先進交通管理系統 (advanced traffic management systems, ATMS) 與先進駕駛者資訊系統 (advanced traveller information systems, ATIS) 的發展中,動態交通指派針對依時性 (time-dependent) 的起迄資料進行路網內路徑最佳化的指派。目前已被應用在動態交通指派問題的方法,色括最佳控制化理論、變分不等式、數學規劃法,與模擬式的指派程序等四種。本文將針對模擬式的動態交通指派模式作一介紹與探討,在此一模擬式的動態交通指派演算法中,DYNASMART模式,將取代路段績娃的使用,並反應路段流入與流出率的計算控制。此一演算法的最大優點在於反應車流特性與交控策略的影響。本研究以一測試路網與一實際路網作為初期測試之用,以數值實驗來探討此一演算法的合理性,並討論此一演算法未來在資訊化路網中的可能應用。
The need for a method to provide time-dependent estimates of traffic flows and associated peformance measures in networks arises in several problem area ,such as the advanced traveler management systems (ATMS) and advanced traveler information systems (ATIS). Four different approaches, including mathematical formulations, optimal control theory, variational inequalities, and simulation-based approach, have been applied in developing dynamic traffic assignment (DTA). In this study, the concept of Texas approach - micro-simulation-based DTA, is introduced and explored. The core of the procedure is DYNASMART, a simulation­assignment model is used to replace link-performance and exit functions. Numerical experiments on a test network and a real network are conducted to investigate time-dependent flow patterns and real-time dynamics under a wide variety of assumptions on assignment rules.
期刊論文
1.胡大瀛(19960900)。動態路網模擬指派模式之建立:以DYNASMART為例。運輸學刊,9(3)=33,1-23。new window  延伸查詢new window
2.卓訓榮、李治輝(19950900)。靜態路網交通量指派模式與求解法之回顧。運輸計劃,24(3),283-298。new window  延伸查詢new window
3.Friesz, T. L.、Luque, F. J.、Tobin, R. L.、Wie, B. W.(1989)。Dynamic Network Traffic Assignment Considered as a Continuous Time Optimal Control Problem。Operations Research,37(6),893-901。  new window
4.Merchant, D. K.、Nemhauser, G. L.(1978)。Optimality Conditions for a Dynamic Traffic Assignment Model。Transportation Science,12(3),200-207。  new window
5.Ran, Bin、Boyce, David E.、LeBlanc, Larry J.(1993)。A New Class of Instantaneous Dynamic User-Optimal Traffic Assignment Models。Operations Research,41(1),192-202。  new window
6.Wardrop, J. G.(1952)。Some Theoretical Aspects of Road Traffic Research。Proceedings of the Institution of Civil Engineers,1(3),325-378。  new window
7.Carey, Malachy(1986)。A Constraint Qualification for a Dynamic Traffic Assignment Model。Transportation Science,20(1),58-69。  new window
8.Ben-Akiva, M.、De Palma, André、Kanaroglou, P.(1986)。Dynamic Model of Peak-Period Traffic Congestion with Elastic Arrival Rates。Transportation Science,20(3),164-181。  new window
9.Mahmassani, H. S.、Chang, G. L.(1986)。Experiments with Departure Time Choice Dynamics of Urban Commuters。Transportation Research, Part B: Methodological,20(4),297-320。  new window
10.Ben-Akiva, M.(1985)。Dynamic Network Equilibrium Research。Transportation Research, Part A: General,19(5/ 6),429-431。  new window
11.Boyce, David E.(1984)。Urban Transportation Network Equilibrium and Design Models: Recent Achievements and Future Prospects。Environment and Planning A,16(11),1445-1474。  new window
12.Carey, M.(1987)。Optimal Time Varying Flows on Congested Networks。Operations Research,35(1),58-69。  new window
13.Carey, M.(1992)。Nonconvexity of the Dynamic Assignment Problem。Transportation Research, Part B: Methodological,26(2),127-133。  new window
14.Ho, J. K.(1980)。A Successive Linear Optimization Approach to the Dynamic Traffic Assignment Problem。Transportation Science,14,295-305。  new window
15.Merchant, D. K.、Nemhauser, G. L.(1978)。Model and an Algorithm for the Dynamic Traffic Assignment Problems。Transportation Science,12(3),183-199。  new window
會議論文
1.Ran, B.、Shimazaki, T.(1989)。A General Model and Algorithm for the Dynamic Traffic Assignment Problems。The Fifth World Conference on Transport Research,463-477。  new window
2.Boyce, D. E.(1989)。Route Guidance Systems for Managing Urban Transportation Networks: Review and propects。Rome, Italy。  new window
3.Mahmassani, H. S.、Hu, T.、Peeta, S.(1994)。Microsimulation-based Procedures for Dynamic Network Traffic Assignment。London, UK。  new window
4.Ghali, M. O.、Swith, H. J.(1992)。Optimal Dynamic Traffic Assignment of a Congested City Network。Capri, Italy。  new window
5.Ran, B.、Shimazaki, T.(1989)。Dynamic User Equilibrium Traffic Assignment for Congested Transportation Network。Yokohama, Japan。  new window
研究報告
1.Mahmassani, H. S.、Hu, T.、Peeta, S.、Ziliaskopoulos, A.(1994)。Development and Testing of Dynamic Traffic Assignment and Simulation Procedures for ATIS/ ATMS Applications。Austin:Center for Transportation Research, the University of Texas。  new window
學位論文
1.Peeta, S.(1994)。System Optimal Dynamic Traffic Assignment in Congested Networks with Advanced Information Systems,Austin。  new window
圖書
1.Sheffi, Y.(1985)。Urban Transportation Networks: Equilibrium Analysis with Mathematical Programming Methods。Englewood Cliffs, N.J.:Prentice-Hall。  new window
2.Beckmann, M. J.、McGuire, C. B.、Winston, C. B.(1956)。Studies in the Economics of Transportation。New Haven, Connecticut:Yale University Press。  new window
3.陳惠國(1999)。Dynamic Travel Choice Models: A Variational Inequality Approach。Berlin, Germany:Springer-Verlag。  new window
4.Ran, B.、Boyce, D.(0)。Modeling Dynamic Transportation Networks: An Intelligent Transportation System Oriented Approach。Modeling Dynamic Transportation Networks: An Intelligent Transportation System Oriented Approach。Berlin, Germany。  new window
5.Mahmassani, H. S.(1997)。Dynamic of Commuter Behaviour: Recent Research and Continuing Challenges。Understanding Travel Behaviour in an Era of Change。沒有紀錄。  new window
6.Krose, E.、Hamerslag, R.、Ben-Akiva, M.(1990)。A Dynamic Equilibrium Model with Elastic Demand-pilot Study。A Dynamic Equilibrium Model with Elastic Demand-pilot Study。Netherlands。  new window
 
 
 
 
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