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  • 學位論文

行人流行人跟隨行為特性與模式之研究

The Characteristics and Modeling of Microscopic Pedestrian-following Behavior within Pedestrian Flow

指導教授 : 吳水威

摘要


本研究目的在建構一微觀行人跟隨模式,以探討影響行人跟隨行為之顯著變因,及分析行人跟隨行為之特性。經現場錄影觀察,符合本研究所需之行人跟隨行為樣本占所有觀察行人數目的7%。並由資料發現行人行為與領導者行人速度、跟隨者行人速度、行人速度差、跟隨距離、起始跟隨距離、性別、跟隨時間等影響變數有關,本研究依觀察資料首先引入跟車理論之模式,再建構線性行人跟隨距離模式及線性行人跟隨速度模式,並進行比較。以預測行人於跟隨行為發生後之跟隨距離,並與現有車流理論中跟車模式比較,發現本研究所建構之行人跟隨距離模式,模式解釋能力R2為0.511,平均絕對值誤差率僅0.122,在四種模式中的預測誤差為最小。顯示線性行人跟隨距離模式能有效預測行人跟隨行為。

並列摘要


The main purposes of this study are to construct a microscopic pedestrian-following model and analyze the characteristics of pedestrian-following behavior. The data of pedestrian-following behavior was investigated in commercial area in Taipei. Statistical tests show that the significant factors affecting pedestrian-following behaviors include leader’s speed, follower’s speed, following distance, gender and following time. First of all, study is going to use two models of car-following theory, to see if they could describe pedestrian-following behavior, and to construct new linear pedestrian-following distance model. After comparing the results, we found that the R2 of new pedestrian-following distance model is 0.511, and MAPE is 0.122. The linear pedestrian-following distance model can predict well with the least error over all four models we tested. It is said that pedestrian-following distance model which we constructed can satisfactorily capture the nature of pedestrian-following behavior.

參考文獻


12. 藍武王、張瓊文,「GM與ANFIS機車跟車模式之比較」,運輸計畫季刊,第33卷第3期,511-536頁,民國93年9月。
14. Mehammed S. Tarawneh. (2001). Evalution of Pedestrian in Jordan with Investigation of Some Contributing Factors. Journal of Safety Research, 32, p.p. 229-236.
15. Abishai Polus, Joseph L. Schofer and Ariela Ushpiz. (1982). Pedestrian Flow and Level of Service. Journal of Transportation Engineering, p.p.46-56.
16. William H.K. Lam, John F. Morrall, Herbert Ho. (1995). Pedestrian Flow in Hong Kong. Transportation Research Record, 1487, p.p.56-62.
17. William H.K. Lam, Chung-yu Cheung. (2000). Pedestrian Speed/Flow Relationship for Walking Facilities. Journal of Transportation Engineering, p.p.45-50.

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