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Author:

Qin, H. (Qin, H..) | Guan, H. (Guan, H..) | Long, X. (Long, X..) | Yin, H. (Yin, H..) | Liu, Y. (Liu, Y..)

Indexed by:

Scopus

Abstract:

The analysis on the park and ride (P&R) demand is the basis for the planning and construction of park and ride facilities. This paper analyzes the characteristics of park and ride demand distribution by the park and ride demand survey data in Beijing. Then the attracted demand density (or intensity) distribution chart was obtained by the kernel density estimation method. Lastly the paper discusses the relation between the attracted demand intensity of the park and ride and the effected factors based on the structural equation modeling theory. The conclusions are that the poorer the traffic situation for the destination, the higher the public traffic service level, the closer the distance from the departing area to the park and ride facility for the travelers, the bigger is the attracted demand intensity. The study results give some references for the demand forecasting of the park and ride in metropolis.

Keyword:

Demand intensity; Kernel density estimation; Park and ride; Structural equation modeling

Author Community:

  • [ 1 ] [Qin, H.]Beijing Key Laboratory of Traffic Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 2 ] [Guan, H.]Beijing Key Laboratory of Traffic Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 3 ] [Long, X.]Beijing Key Laboratory of Traffic Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 4 ] [Yin, H.]Beijing Key Laboratory of Traffic Engineering, Beijing University of Technology, Beijing 100124, China
  • [ 5 ] [Liu, Y.]Beijing Key Laboratory of Traffic Engineering, Beijing University of Technology, Beijing 100124, China

Reprint Author's Address:

  • [Qin, H.]Beijing Key Laboratory of Traffic Engineering, Beijing University of Technology, Beijing 100124, China

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Source :

Journal of Wuhan University of Technology (Transportation Science and Engineering)

ISSN: 1006-2823

Year: 2011

Issue: 4

Volume: 35

Page: 654-657,661

Cited Count:

WoS CC Cited Count:

SCOPUS Cited Count: 1

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 4

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