论文信息 - The effect on equilibrium trip assignment of different link congestion functions

The effect on equilibrium trip assignment of different link congestion functions

Abstract Recent applications of equilibrium trip assignment to moderate and large-sized networks have shown that link flows are sensitive to the function used to express link congestion. In this paper, the effect of different link congestion functions on equilibrium assignment is examined for a large regional highway network. Resulting equilibrium assignment flows are compared with each other and with observed traffic counts to evaluate the congestion functions' performance. Implications for the use of equilibrium assignment by Metropolitan Planning Organizations are discussed.

[1] S. Nguyen. An Algorithm for the Traffic Assignment Problem , 1974 .

[2] C. Daganzo. On the traffic assignment problem with flow dependent costs—II , 1977 .

[3] R Akcelik. A NEW LOOK AT DAVIDSON'S TRAVEL TIME FUNCTION , 1978 .

[4] M. A. P. Taylor. Parameter Estimation and Sensitivity of Parameter Values in a Flow-Rate/Travel-Time Relation , 1977 .

[5] David E. Boyce,et al. EQUILIBRIUM TRIP ASSIGNMENT: ADVANTAGES AND IMPLICATIONS FOR PRACTICE , 1979 .

[6] Michael Florian,et al. An Application and Validation of Equilibrium Trip Assignment Methods , 1976 .

[7] Philip Wolfe,et al. An algorithm for quadratic programming , 1956 .

[8] J. G. Wardrop,et al. Some Theoretical Aspects of Road Traffic Research , 1952 .

[9] K B Davidson,et al. THE THEORETICAL BASIS OF A FLOW-TRAVEL TIME RELATIONSHIP FOR USE IN TRANSPORTATION PLANNING , 1978 .

[10] Larry J. LeBlanc,et al. AN EFFICIENT APPROACH TO SOLVING THE ROAD NETWORK EQUILIBRIUM TRAFFIC ASSIGNMENT PROBLEM. IN: THE AUTOMOBILE , 1975 .

[11] David Branston,et al. LINK CAPACITY FUNCTIONS: A REVIEW , 1976 .