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Some numerical results on the diagonalization algorithm for network assignment with asymmetric interactions between cars and trucks

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  • Mahmassani, Hani S.
  • Mouskos, Kyriacos C.

Abstract

Numerical experiments are performed to test the applicability of the diagonalization algorithm to problems involving asymmetric interactions between passenger cars and trucks in highway networks. Three test networks are considered, including a representation of the Texas highway network, thus providing a realistic case application. The main aspects of the algorithm's performance addressed in these experiments are its convergence characteristics as well as the effectiveness of some computational streamlining strategies. Although convergence is not guaranteed a priori, it was actually achieved in all test cases. Furthermore, it was shown that shortcut strategies can considerably reduce the algorithm's computational requirements. These strategies involve performing only a few "internal" Frank-Wolfe iterations in solving the sequence of diagonalized subproblems. The results suggest the use of less than four internal iterations, with the use of two such iterations exhibiting the highest frequency of best performance in the tests conducted, followed by one and three internal iterations, respectively.

Suggested Citation

  • Mahmassani, Hani S. & Mouskos, Kyriacos C., 1988. "Some numerical results on the diagonalization algorithm for network assignment with asymmetric interactions between cars and trucks," Transportation Research Part B: Methodological, Elsevier, vol. 22(4), pages 275-290, August.
  • Handle: RePEc:eee:transb:v:22:y:1988:i:4:p:275-290
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    Cited by:

    1. Zhou, Zhong & Chen, Anthony & Wong, S.C., 2009. "Alternative formulations of a combined trip generation, trip distribution, modal split, and trip assignment model," European Journal of Operational Research, Elsevier, vol. 198(1), pages 129-138, October.
    2. Lu, Chung-Cheng & Mahmassani, Hani S. & Zhou, Xuesong, 2009. "Equivalent gap function-based reformulation and solution algorithm for the dynamic user equilibrium problem," Transportation Research Part B: Methodological, Elsevier, vol. 43(3), pages 345-364, March.
    3. Gao, Ziyou & Sun, Huijun & Shan, Lian Long, 2004. "A continuous equilibrium network design model and algorithm for transit systems," Transportation Research Part B: Methodological, Elsevier, vol. 38(3), pages 235-250, March.
    4. Vo, Khoa D. & Lam, William H.K. & Chen, Anthony & Shao, Hu, 2020. "A household optimum utility approach for modeling joint activity-travel choices in congested road networks," Transportation Research Part B: Methodological, Elsevier, vol. 134(C), pages 93-125.
    5. Meneguzzer, Claudio, 1995. "An equilibrium route choice model with explicit treatment of the effect of intersections," Transportation Research Part B: Methodological, Elsevier, vol. 29(5), pages 329-356, October.
    6. Li, Guoyuan & Chen, Anthony, 2023. "Strategy-based transit stochastic user equilibrium model with capacity and number-of-transfers constraints," European Journal of Operational Research, Elsevier, vol. 305(1), pages 164-183.
    7. Frédéric Meunier & Thomas Pradeau, 2019. "Computing solutions of the multiclass network equilibrium problem with affine cost functions," Annals of Operations Research, Springer, vol. 274(1), pages 447-469, March.

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