Some notions of equilibria, both static and dynamic, are discussed relative to traffic assignment. Existing types of assignment techniques are examined. Their relative merits and deficiencies in predicting the self-assignment of drivers to a road network according to the principle where each individual minimizes his own travel time are discussed. A technique is proposed, which combines the incremental, iterative and queueing procedures employed in previous techniques. For each time period with its assumed time-stationary demands, a sequence of iterations is performed, each consisting of a complete incremental assignment. In each iteration the final link costs from the previous iteration are given a relative weight W, with the costs normally used in the incremental technique having a weight of 1-W. This trades off some of the multipath capability of incremental techniques in order to avoid irreversible assignments to ultimately irrational paths in the early increments.
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