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Authors | Behaviour criterion | Stable state | Remarks |
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Guo et al. [13] | UE | Single equilibrium | A link-based discrete dynamic system model was proposed to depict the rational adjustment process of traffic flow to an equilibrium state |
Huang and Lam [23] | UE | Single equilibrium | A route-based day-to-day dynamic system considering the network queuing was formulated to study travellers’ equilibrium path and travel time decision-making behaviour |
Peeta and Yang [24] | UE/SO | Single equilibrium | Route guidance control strategies and a general procedure for the stability analysis of dynamic traffic assignment problems were developed |
He et al. [25] | UE | Single equilibrium | A link-based dynamic traffic flow assignment model was established to depict the traveller’s daily route adjustment behaviour and the evolution process of traffic flow |
Liu et al. [26] | UE | Single equilibrium | A traffic flow dynamic model considering the impact of traveller inertia in a bimodal transportation system was investigated |
Watling and Hazelton [27] | SUE | Single equilibrium | A mathematical model to simulate the day-to-day dynamic adjustment system and the route selection behaviour made by network travellers based on their travel experiences was described |
Ehrgott et al. [28] | SUE | Single equilibrium | An SUE model based on random utility theory was performed to study the multiobjective problem |
Long et al. [29] | SO | Single equilibrium | A system optimum dynamic traffic assignment model that accommodated the environment objectives was introduced |
Hoang et al. [30] | SUE | Single equilibrium | A novel mathematical programming framework was investigated for the information-based stochastic user equilibrium dynamic traffic assignment problem |
Huang and Li [43] | SUE-SUE | Mixed equilibrium | A multiclass, multicriteria (cost versus time) logit-based traffic equilibrium assignment problem was analysed, which grouped travellers according to their own value of time and further divided travellers with different travel disutility perception variations |
Zhang et al. [44] | UE-CN-SO | Mixed equilibrium | A multiclass multicriteria mixed equilibrium model that considered travellers’ perceived utility differences was proposed to study the evolution behaviour, and a uniform road toll strategy by utilising the dual theory was developed |
Han et al. [45] | UE-SUE | Mixed equilibrium | A daily traffic flow dynamic adjustment system was presented under ATIS environment |
Zhou et al. [46] | UE-SUE | Mixed equilibrium | A discrete dynamic evolution model of traffic flow mixed equilibrium was shown to describe traveller’s multiple route adjustment behaviour with and without ATIS |
Delle Site [49] | SUE-SUE-SUE | Mixed equilibrium | A mixed user equilibrium model was proposed to form the dynamic day-to-day processes and investigate the impacts of the inertia and the availability of ATIS with differentiated functionalities (predictive and static) on equilibrium travel times |
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