DYNAMIC USER EQUILIBRIUM ASSIGNMENT ON OVERSATURATED ROAD NETWORKS

Takashi Akamatsu · Masao Kuwahara

10 citations0/0 files storedDoboku Gakkai Ronbunshu

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Transportation Planning and Optimization Traffic control and management Evacuation and Crowd Dynamics

Abstract

本論文は, 時刻別OD交通量を所与とした1起点・多終点 (および多起点・1終点) の一般ネットワークにおける動的な利用者均衡配分モデルを提案する. このモデルは, FIFO条件を満たし, 任意の複数リンクでの過飽和状態を明示的に表現できる点に特徴がある. 動的利用者均衡状態では, 起点出発順序と終点到着順序の同一性が保たれる. この基本特性から, 動的均衡配分モデルは出発時刻別に分解でき, 分解された各問題は不動点問題となることが示される. さらに, その不動点問題の解析により均衡解の存在と一意性が考察される. 最後に, 経路の列挙を必要としない均衡解の計算法が提案される.

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References

1978A Model and an Algorithm for the Dynamic Traffic Assignment Problems 1989Dynamic Network Traffic Assignment Considered as a Continuous Time Optimal Control Problem 1978Optimality Conditions for a Dynamic Traffic Assignment Model 1981Schedule Delay and Departure Time Decisions in a Deterministic Model 1991Dynamic traffic assignment for urban road networks 1987Optimal Time-Varying Flows on Congested Networks 1985The Uniqueness of a Time-dependent Equilibrium Distribution of Arrivals at a Single Bottleneck 1984Dynamic User Equilibrium Departure Time and Route Choice on Idealized Traffic Arterials

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2011SOLUTION ALGORITHM OF NASH EQUILIBRIUM IN DYNAMIC TRAFFIC ASSIGNMENT WITH DISCRETISED VEHICLES 2011AUCTION MECHANISMS FOR IMPLEMENTING TRADABLE NETWORK PERMIT MARKETS 2019A Dynamic Traffic Assignment Method Based on Connected Transportation System 2008A SEMI-DYNAMIC ASSIGNMENT MODEL CONSIDERING SPACE-TIME MOVEMENT OF TRAFFIC CONGESTION

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