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Author:

Wang, Peng-Fei (Wang, Peng-Fei.) | Guan, Hong-Zhi (Guan, Hong-Zhi.) | Liu, Peng (Liu, Peng.) | Wang, An-Ge (Wang, An-Ge.) | Han, Yan (Han, Yan.) | Li, Tao (Li, Tao.) | Xu, Qiu-Shi (Xu, Qiu-Shi.)

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EI Scopus

Abstract:

This study aimed to reveal the evolution rule of day-to-day traffic flow with a variable quantity of shared parking lots. To achieve this, a trading system for shared parking lots was developed. Shared parking providers can choose between rational and naive expectations of the prices of shared parking lots in the trading system. On this basis, we investigated the evolution rule of the equilibrium price of shared parking lots, proportion of two types of parking providers, and travel demands of public transit and private vehicles during rush hour. Subsequently, taking a network with two parallel roadways as an example, we examined the final state of the dynamical evolution of the network flow system. A quantitative criterion is provided for the final evolution state of both systems. A numerical experiment with a real traffic network in Beijing was conducted. Theoretical analysis and numerical results lead to the following conclusions: (1) Concerning the trading system of shared parking lots, if the slope of the supply curve is less than that of the demand curve, the unique equilibrium solution of the trading system of shared parking lots can always achieve an asymptotically stable state. If the summation of transaction and forecasting costs for rational providers is higher than that for naive providers, a critical choice intensity of parking providers exists, which may lead to bifurcation and chaos in the trading system. (2) For a network flow system, the unique equilibrium solution may be asymptotically stable if the travel cost is not sensitive to the path flow. The selected path probability is not sensitive to the travel cost if the vehicle demand is not large; otherwise, the system can incur bifurcation and chaos. (3) When the trading system reaches an asymptotically stable state, if parking providers (users) are insensitive (sensitive) to parking prices while the potential parking demand is low, the summation of transaction and forecasting costs for the rational provider is not much higher than that for the naive provider, and the choice intensity of parking providers is not large. The equilibrium demand for private vehicles during rush hour is not high because of the limited number of reserved shared parking lots, which leads to a final evolutionary state of the network flow system tending to be asymptotically stable. (4) Once chaos occurs in the trading system of shared parking lots, the network flow system may generate more serious bifurcation and chaos. © 2022 Xi'an Highway University. All rights reserved.

Keyword:

Bifurcation (mathematics) Highway engineering Costs Commerce Vehicles

Author Community:

  • [ 1 ] [Wang, Peng-Fei]Key Laboratory of Green Construction and Intelligent Maintenance for Civil Engineering of Hebei Province, Yanshan University, Hebei, Qinhuangdao; 066004, China
  • [ 2 ] [Wang, Peng-Fei]Key Laboratory of Intelligent Analysis and Decision for Traffic System of Qinhuangdao City, Hebei Normal University of Science & Technology, Hebei, Qinhuangdao; 066004, China
  • [ 3 ] [Guan, Hong-Zhi]Faculty of Urban Construction and Management, Beijing University of Technology, Beijing; 100124, China
  • [ 4 ] [Liu, Peng]School of Economics and Management, Beihang University, Beijing; 100191, China
  • [ 5 ] [Liu, Peng]Key Lab of Complex System Analysis and Management Decision, Ministry of Education, Beihang University, Beijing; 100191, China
  • [ 6 ] [Wang, An-Ge]Faculty of Urban Construction and Management, Beijing University of Technology, Beijing; 100124, China
  • [ 7 ] [Han, Yan]Faculty of Urban Construction and Management, Beijing University of Technology, Beijing; 100124, China
  • [ 8 ] [Li, Tao]Research Institute of Highway, Ministry of Transport, Beijing; 100088, China
  • [ 9 ] [Xu, Qiu-Shi]Key Laboratory of Green Construction and Intelligent Maintenance for Civil Engineering of Hebei Province, Yanshan University, Hebei, Qinhuangdao; 066004, China

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Source :

China Journal of Highway and Transport

ISSN: 1001-7372

Year: 2022

Issue: 8

Volume: 35

Page: 304-319

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count: 1

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 7

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