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Traditionally the analysis of traffic in urban road networks is based on the concept of equilibrium whereby a fixed trip matrix for the design period to be evaluated is assigned to a network where travel times on each link can be defined precisely by a monotonically increasing cost-flow function.
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Stored only when both papers are in the corpus — 50 citations exist upstream.
Papers that cite the same references — the relational fallback while embeddings are still backfilling.
Imported from OpenAlex (CC0) — nothing here is generated.