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作者:

Yu, Quan (Yu, Quan.) | Shi, Liping (Shi, Liping.)

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摘要:

According to the characteristics of the bicycle traffic flow, the bicycle green time is divided into the maximum queue dissipation time and the time of bicycle cluster center running to the opposite lane, and the formulas are given respectively in this paper. Validation is done based on intersection bicycle data of Beijing city and Tianjin city. Results show that the green time calculated by considering the bicycle cluster meets the interval of bicycles passing through the intersection, which enriches the signal timing algorithm at signalized intersection.

关键词:

bicycle signal timing bicycle traffic flow cluster center signalized intersection

作者机构:

  • [ 1 ] [Yu, Quan]Beijing Univ Technol, Key Lab Transportat Engn, Beijing 100124, Peoples R China
  • [ 2 ] [Shi, Liping]Beijing Univ Technol, Key Lab Transportat Engn, Beijing 100124, Peoples R China

通讯作者信息:

  • [Yu, Quan]Beijing Univ Technol, Key Lab Transportat Engn, Beijing 100124, Peoples R China

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来源 :

FRONTIERS OF GREEN BUILDING, MATERIALS AND CIVIL ENGINEERING, PTS 1-8

ISSN: 1660-9336

年份: 2011

卷: 71-78

页码: 4044-4047

语种: 英文

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