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1Dissertation/ Thesis
المؤلفون: 祝之易, Chu, Chih-Yi
المساهمون: 工學院: 土木工程學研究所, 指導教授: 許添本, 祝之易, Chu, Chih-Yi
مصطلحات موضوعية: 機車停等區, 待轉機車, 混合車流, 號誌最佳化模式, 混合整數規劃, motorcycle stop zone, indirect left-turning motorcycles, mixed traffic flow, Signal timing optimization, MINLP
Time: 12
وصف الملف: 2952414 bytes; application/pdf
Relation: http://ntur.lib.ntu.edu.tw/handle/246246/278135; http://ntur.lib.ntu.edu.tw/bitstream/246246/278135/1/ntu-105-R03521520-1.pdf
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2Dissertation/ Thesis
المؤلفون: 游恕信, Yu, Shu-Hsin, 吳宗修, Woo, T.Hugh
المساهمون: 運輸與物流管理學系
مصطلحات موضوعية: 機車騎士, 機車停等區, 鑽車縫, Motorcyclist, Advanced Stop Areas, Lane Splitting, info, art
Relation: http://hdl.handle.net/11536/50042
الاتاحة: http://hdl.handle.net/11536/50042
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3Dissertation/ Thesis
المؤلفون: 游恕信, Yu, Shu-Hsin, 吳宗修, Woo, T.Hugh
المساهمون: 運輸與物流管理學系
مصطلحات موضوعية: 機車騎士, 機車停等區, 鑽車縫, Motorcyclist, Advanced Stop Areas, Lane Splitting
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4Dissertation/ Thesis
المؤلفون: 王重文, Wang, Chung-Wen
المساهمون: 許添本, 臺灣大學：土木工程學研究所
مصطلحات موضوعية: 猶豫區間, 羅吉斯(Logistic)迴歸模型, 機車停等區, 綠燈介間時間, 駕駛者選擇決策模式, Dilemma zone, Logistic regression model, Motorcycle waiting zone, Intergreen time, Driver decision model, info, geo
Relation: http://ntur.lib.ntu.edu.tw/bitstream/246246/50610/1/ntu-96-R94521524-1.pdf; http://ntur.lib.ntu.edu.tw/handle/246246/50610
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5Dissertation/ Thesis
المؤلفون: 王重文, Wang, Chung-Wen
المساهمون: 許添本, 臺灣大學：土木工程學研究所
مصطلحات موضوعية: 猶豫區間, 羅吉斯(Logistic)迴歸模型, 機車停等區, 綠燈介間時間, 駕駛者選擇決策模式, Dilemma zone, Logistic regression model, Motorcycle waiting zone, Intergreen time, Driver decision model
وصف الملف: 1680456 bytes; application/pdf
Relation: 1. 王義川，號誌化交叉口分流式號誌設計方法之研究，國立台灣大學土木工程研究所碩士論文，民國85年6月 2. 王濟川，Logistic迴歸模型：方法及應用，五南出版社，民國92年 3. 李銷桂，號誌轉換下猶豫區間之研究，國立台灣大學土木工程研究所碩士論文，民國85年6月 4. 林明志，設置機車停等區對號誌化交叉路口之影響評估，國立台灣大學土木工程研究所碩士論文，民國91年6月 5. 林豐福、張開國、張仲杰，號誌設計因素之探討，交通部運研所，民國93年11月 6. 馮輝昇，整合機車流動特性之號誌設計方法與等候佈置方式之研究，國立台灣大學土木工程研究所碩士論文，民國84年6月 7. 劉正旭，號誌化交叉路口黃燈對駕駛者決策行為之研究，國立交通大學土木工程研究所碩士論文，民國82年6月 8. 蔣銘堅，號誌交叉口變換時段駕駛行為調查與分析之研究，交通部運研所，民國91年8月 9. 許書耕、藍武王，不同車輛到達類型之黃燈需時研究，運輸計劃季刊，第三十六卷，第二期，民國96年6月 10. Chang M. S. Carroll J. M. and Alberto J. S. Timing traffic signal change intervals based on driver behavior, TRR 1027,1985 11. Comparative study of advance warning signs at high speed signalized intersections, TRR 1495, 1995 12. David Mahalel and David Zaidel, A probabilistic approach for determining the change interval, TRR1069, 1981 13. Driver decision-making at signalized intersections: an optimization of the yellow timing. Traffic Engng Control 26, 1985 14. Gazis D.C. Chiu Liu and Robert Herman, A review of the yellow interval dilemma, TR PART A VOL.30, 1996 15. Huang X. P. and Prahlad D. P., Simulation-neural network model for evaluating dilemma zone problems at high-speed signalized intersections, TRR1456, 1994 16. Improving dilemma-zone protection of advance detection with advance-warning flashers, TRR1844, 2003 17. Intergreen timings. Traffic Engineering & Control, v 27, n 4, 1986 18. Intersection safety at high-speed signalized intersections: number of vehicles in dilemma zone as potential measure, TRR 1897, 2004 19. Intersection auxiliary signal system. Proceedings of SPIE - The International Society for Optical Engineering, v 2592, 1995 20. ITE Technical Council Task Force 4TF- I 1994 Determining Vehicle Change and Clearance Intervals, ITE, Prentice-Hall Englewood Cliffs, New Jersey, 1994 21. Limitation of simultaneous gap out logic, TRB 85th ANNUAL MEETING, 2006 22. Lin F. B., Timing design of signal change intervals, TRR 1069, 1986 23. Lin F. B. Donald Cooke and Sangaranathan Vijayakumar, Utilization and timing of signal change interval, TRR1114, 1987 24. Matson T. M. Smith W. S. and Hurd F. W. Traffic Engineering. McGraw-Hill Book Company Inc., New York,1995 25. New probalistic approach to control dilemma occurrence at signalized intersections, TRB 85th ANNUAL MEETING., 2006 26. Panagiotis Papaioannou, Driver behaviour, dilemma zone and safety effects at urban signalised intersections in Greece. Accident Analysis and Prevention 39, 2006 27. Performance of advance warning for end of green system for high-speed signalized intersections. TRR 1925, 2005 28. Reassessment of the traffic signal change interval. TRR 1069, 1986 29. Robert H. W. and Thomas C. F.A reassessment of the traffic signal change interval, TRR 1069, 1981 30. Safety evaluation of a flashing-green light in a traffic signal. Traffic Engineering & Control, v 26, n 2, 1985 31. System integration and field tests for developing in-vehicle dilemma zone warning system, TRR 1826, 2003 32. The suburban pedestrian crossing dilemma, TR NEWS 164 33. Timing traffic signal change intervals based on driver behavior, TRR 1027, 1985 34. William L. W. Driver behavior during the yellow interval, TRR 644, 1977 35. Zegeer C. V. and Dean R. C. Green-extension systems at high-speed intersections ITE J.48,19-24 36. http://www.motc.gov.tw; zh-TW; http://ntur.lib.ntu.edu.tw/handle/246246/50610; http://ntur.lib.ntu.edu.tw/bitstream/246246/50610/1/ntu-96-R94521524-1.pdf