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完整後設資料紀錄
DC 欄位 | 值 | 語言 |
---|---|---|
dc.contributor.advisor | 許添本(Tien-Pen Hsu) | |
dc.contributor.author | Kai-Hsiang Hsu | en |
dc.contributor.author | 許凱翔 | zh_TW |
dc.date.accessioned | 2021-06-16T06:39:29Z | - |
dc.date.available | 2015-08-05 | |
dc.date.copyright | 2014-08-05 | |
dc.date.issued | 2014 | |
dc.date.submitted | 2014-07-30 | |
dc.identifier.citation | [1] 交通部運研所,2011年台灣地區公路容量手冊,民國100年10月。
[2] 交通部運研所,智慧化號誌路口自行車交通管理策略之研究,民國101年11月。 [3] 交通部運研所,自行車道系統規劃設計參考手冊(第三版),運輸計畫組,民國99年。 [4] 交通部統計處,「民眾日常使用運具狀況調查」摘要分析,民國102年。 [5] 交通部,交通工程手冊,交通技術標準規範公路類公路工程部,民國99年12月。 [6] 王義川,號誌化交叉口分流式號誌設計方法之研究,國立臺灣大學土木工程研究所碩士論文,民國84年。 [7] 何志宏,獨立路口號誌時制分析與設計,九十二年交通工程人才培訓課程,民國92年8月。 [8] 林俊良,號誌化交叉路口機車延滯公式之研究,國立臺灣大學土木工程研究所碩士論文,民國93年7月。 [9] 林明志,設置機車停等區對號誌化路口之影響評估,國立台灣大學土木工程研究所碩士論文,民國92年。 [10] 林良泰、李建昌、許乃文,延滯最小化之幹道號誌時制設計研究,九十年國際道路交通安全與執法研討會,民國90年。 [11] 陳相武,獨立路口依時性交通號誌時制設計最佳化之研究,第十五屆決策分析研討會,民國99年。 [12] 許添本,號誌化交叉口容量分析及應用之硏究:臨界流動方法之發展,國立臺灣大學土木工程研究所碩士論文,民國71年。 [13] 許添本,智慧型機車交通安全控制模式之開發,台北市交通安全促進會,民國91年9月。 [14] 許添本、王義川、周榮昌,我國自行車政策之研究,行政院研考會,民國 100年。 [15] 許添本,車流理論基本課程講義,國立臺灣大學土木工程研究所交通組,民國102年。 [16] 馮輝昇,整合機車流動特性之號誌設計方法與等候佈置式研究,國立臺灣大學土木工程研究所碩士論文,民國 84 年。 [17] 黃國平,混合車流二維座標模擬模式之建立及驗證,國立臺灣大學土木工程研究所碩士論文,民國72年6月。 [18] 黃厚淳,設置行人專用時相對車輛與行人延滯影響之研究,國立交通大學交通運輸研究所碩士論文,民國93年。 [19] 鄭有欽,路口車道配置與號誌時制設計整合之研究,國立臺灣大學土木工程研究所碩士論文,民國82年。 [20] 蔣靜宜,機車專用道飽和流率探討與模擬參數校估之應用,國立台灣大學土木工程研究所碩士論文,民國92年6月。 [21] 劉信宏,混和車流等候結構之號誌分流最佳化模式,國立臺灣大學土木工程研究所碩士論文,民國102年6月。 [22] Arasan V. T. and Dhivya G. (2007).”Methodology for Determination of Concentration of Heterogeneous Traffic”,Sustainable Urban Transportation: Issues and Management Strategies, S.V. National Institute of Technology,pp III 27- III 32. [23] Allsop, R. E. (1971).”Delay-minimizing settings for fixed-time traffic signals at a single road junction”,IMA Journal of Applied Mathematics 8(2):164. [24] Allsop, R. E. (1971).”Delay-minimizing settings for fixed-time traffic signals at a single road junction”,IMA Journal of Applied Mathematics 8(2):164. [25] Allsop, R. E. (1972).”Delay at a Fixed Time Traffic Signal—I: Theoretical Analysis”,Transportation Science: Volume 6 Issue 3, pp. 260-285. [26] A. J. H. Clayton (1940).”Road traffic calculations”, Journal of the ICE, Volume 16, Issue 7,pages 247 –264 123. [27] Athol P. (1965).”Interdependence of certain operational characteristics within a moving traffic stream”,Highway Research Record,1965(72): 58-87. [28] Anthony Brooke, David Kendrick, Alexander Meeraus (1998).”GAMS A USER’S GUIDE”,GAMS Development Corporation. [29] Bicycle Signal Timing Task Force (2000).”Traffic Signal Green Time and Clearance Interval Requirements for Bicycle-Motor Vehicle Mixed Traffic”,City of Toronto. [30] Braun R. and Roddin M.(1978).”Quantifying the benefits of separating pedestrians and vehicles”,National Cooperative Highway Research Program Report 189,Transportation Research Board. [31] Chris Monsere, Miguel Figliozzi, Sam Thompson, Kirk Paulsen (2013).”Operational Guidance for Bicycle-Specific Traffic Signals”,Final Report. [32] Chen Yong-heng, Wang Dian-hai, Tao Zhi-xing (2009).”Speed Character Study for Motor Vehicle and Bicycle at Non-barrier Section”,Journal of Transportation Systems Engineering and Information Technology,Volume 9,Issue 5. [33] Chen Xiaoming, Shao Chunfu, Yue Hao (2012).”Influence of bicycle traffic on capacity of typical signalized intersection”, Environment and Transportation Engineering(RSETE),2012 2nd International Conference, page(s): 1 – 4. [34] Daniel I.Rubins and Susan Handy (2005).”Times of Bicycle Crossings: Case Study of Davis, California”,Transportation Research Record, Vol. 1939. [35] Dean B.Taylor and Hani S. Mahmassani (2000).”Coordinating Traffic Signals forBicycle Progression”, Transportation Research Record 1705,Paper No. 00-0280. [36] Dave Pelz and Tim Bustos (1996).”The use of bicycle signal heads at signalized intersections”,Institute of Transportation Engineers, Compendium of Technical Papers. Washington, DC. [37] Edward D. Reiskin and Rina Cutler (2011).”Urban Bikeway Design Guide”, National Association of City Transportation Officials,2011 Edition. [38] F.V. Webster (1958).”Traffic signal settings”,H.M. Stationery Office. [39] F. V. Webster and B. M. Cobbe (1966).” Traffic Control - Traffic Signals”,Road Research Technical Paper No.56. [40] Forester John (1994).”Bicycle Transportation: A Handbook for Cycling Transportation Engineers”,Third edition. [41] Greenshields, B.D (1935).”Astudy of trafficcapacity”,HRB, Vol. 14. [42] G. Improta and G.E. Cantarella (1983).”Control system design for an individual signalized junction”,Transportation Research Part B: Methodological: Volume 18, Issue 2,Pages 147–167. [43] G. Improta and G.E. Cantarella (1988).”Capacity factor or cycle time optimization for signalized junctions: A graph theory approach”, Transportation Research Part B: Methodological Volume 22, Issue 1, Pages 1–23. [44] Gregory Gould (2009).”Modeling Bicycle Facility Operation: a Cellular Automaton Approach”,Transportation Research Record: Journal of the Transportation Research Board Issue Number:2140. [45] Ingelin Blix (2002).”Simulating the traffic impacts of the closure of the Limmatquai”, Faculty of Technology, Policy and Management Delft University of Technology,Master thesis. [46] Jia shun-ping, Peng hong-qin, Guo jin-yi, Chen haibo (2008).”Quantitative Analysis of Impact of Bicycles on Vehicles in Urban Mixed Traffic”Institute for Transport Studies, Leeds LS2 9JT UK. [47] John Parkin and Jonathon Rotheram (2010).”Design speeds and acceleration characteristics of bicycle traffic for use in planning, design and appraisal”,Transport Policy,Volume 17, Issue 5, September 2010,Pages 335–341. [48] Krista Nordback, Wesley E. Marshall, Bruce N. Janson (2013).”Development of Estimation Methodology for Bicycle and Pedestrian Volumes Based on Existing Counts”,Final Report. [49] Lu jian, Shi Qinxin, Sun Liguang (2007).”Bicycle density-velocity relationship in mixed traffic flow in urban settings”,Tsinghua University(Sci & Tech),Vol.47, NO.6. [50] Lewis, E. B (1982).”Control of body segment differentiation in Drosophila by the bithorax gene complex, Embryonic Development”,Part A: Genetics Aspects, Edited by Burger, M. M. and R. Weber. Alan R. Liss, New York, 269-288. [51] Liang Chun-Yan and Feng Tian-Yun (2010).”A Signal Timing Method for Bicycles at Vehicle-Bicycle Mixed Intersections”,ICCTP 2010: pp. 1237-1244. [52] Liang Chun-Yan(2007).”Study on Characteristics and Application of Bicycle Traffic Flow”,Master thesis,Jilin University. [53] Miller, R. E. and M. R. Ramey(1975).”Width Requirements for Bikeways: A level of Service Approach”,Department of Civil and Environmental Engineering, University of California, Davis. [54] Mark R. Virkler(1998).”Pedestrian compliance effects on signal delay”,Transportation Research Board, 1998–9. [55] National Research Council (1985).”Highway Capacity Manual”, Special Report 209,Transportation Research Board. [56] N. Rouphail and J. Hummer (1998).” Capacity Analysis of Pedestrian and Bicycle Facilities Recommended Procedures for the Bicycles Chapter of the Highway Capacity Manual”,FHWA-RD-98-108,Final Report. [57] Pretty, R(1979).”The Delay to Vehicles and Pedestrians at Signalized Intersections”,ITE Journal 49(5),20-23. [58] Roger P. Roess, Elena S. Prassas, William R. McShane.”Traffic Engineering”,3th edition. [59] Robert M. Shanteau (1988).”Using Cumulative Curves To Measure Saturation Flow and Lost Time”,ITE Journal, Vol. 58, p. 27. [60] Sam Yagar (1973).”Capacity of a signalized road junction: Critique and extensions”,University of Waterloo, Waterloo, Ontario, Canada. [61] Sam Yagar (1975).”Minimizing delay at a signalized intersection for time-invariant demand rates”, Transportation Research Volume 9, Issues 2–3, July 1975, Pages 129–141. [62] Sam Yagar (1985).”Addressing errors and omissions in paper on intersection capacity maximization”,Transportation Research Part B: Methodological, 1985, vol. 19, issue 1, pages 81-84. [63] S. R. Thompson and Christopher M. Monsere (2013).”Bicycle-Specific Traffic Signals: Results from a State-of-the-Practice Review”,Transportation Research Board January 13-17. [64] Transportation Research Board (2010).”Highway Capacity Manual(2010)”,The fifth edition. [65] Winai Raksuntorn and Sarosh I Khan (2003).”Saturation Flow Rate, Start-Up Lost Time, and Capacity for Bicycles at Signalized Intersections”,Transportation Research Record 1852,Paper No. 03-4180. [66] Wang Y, G.Wei, X. Zhu,Y.Pei (2010).”Capacity of Bicycle Platoon Flow at Two-Phase Signalized Intersection: a Case Analysis of Xi’an City”,Traffic in the Cities Preliminary Communication. [67] Wang Dianhai, Liang Chunyan, Jing Chunguang, Wang Guohua (2007).”Bicycle conversion factor calibration at two-phase intersections in mixed traffic flows”,Tsinghua Science and Technology :Volume 12, Issue: 3. [68] Wang Dianhai, Feng Tianjun, Liang Chunyan (2008).”Research on bicycle conversion factors”,Transportation Research Part A: Policy and Practice,Volume 42,Issue 8,Pages 1129–1139. [69] Wong C. and Heydecker B. (2010).”Optimal allocation of turns to lanes at an isolated signal-controlled junction”Transportation Research Part B: Methodological 45(4), pp.667-681. [70] Wong C. and Wong S. (2003).”Lane-based optimization of signal timings for isolated junctions”,Transportation Research Part B: Methodological 37(1), pp.63-84. [71] Xiong Hui and Qiu Jian-dong (2008).”Study on Bicycle Crossing Capacity at Signalized Intersection”,Trancation of Beiging Institute of Technology,Vol.28. [72] Yu Quan and Shi Liping (2011).”Study on Bicycle Signal Timing Algorithm at Signalized Intersection”, Applied Mechanics and Materials Vols. 71-78. [73] Yu Bai and Chen Wen-Qing (2010).”Research of traffic characteristic of bicycle at typical four phases intersection”,School of Transportation Engineering, Tongji University. [74] Yang Zisong (2006).”Study on the Organization Method of Cyclist Traffic at Signalized Intersection”,Master thesis,The Harbin Institute of Technology. [75] Zhang Lan-Yu (2011).”Studies on Hybrid Modeling of Bicycle Flow Based on Mixed Traffic Flow”,Master thesis,Zhejiang University. [76] Zhang Yaping, Zhang Yongli, Lan Xiang, Hao Xu, Wang Yuping (2008).”A Bicycle Flow Diffusion Model at Signalized Intersections”,Urban Transport of China,Vol.6. | |
dc.identifier.uri | http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/57258 | - |
dc.description.abstract | 本研究研擬混和車流環境下之獨立路口,納入自行車流於號誌時制中進行求解,其中以”流動(movement)”來定義各別車種與不同運行型態之車輛,且進一步考量流動間之衝突與否建立起”衝突干擾矩陣”以決定各流動之行止,彼此間互為衝突之流動予以清道時間做區隔來劃分時相,最後,在考量各流動交通量需求下以各流動於單位時間內之最大通過率之飽和流量進行紓解,進而求算出各流動綠燈始亮與結束之時點,將這些流動與號誌加以數學規劃方法建構模式,並在路口車輛總延滯最小化之目標式下進行求解,終而彙整出時制計畫之號誌最佳化求解方法。
本模式進行相關構建程序的同時,亦針對模式建構所需之交通參數進行調查分析,首要針對現有研究較為缺乏之自行車流特性與參數進行實地調查與分析,包含路口及路段上穿越道與專用道之純自行車流樣本。調查之主要內容包含自行車平均穿越速率、穿越時間、延滯、飽和流率以及相關修正因子進行分析與校估,最後將這些結果納入模式使整體更具完整性。 同時本研究亦以獨立路口為考量,透過微觀車流模擬軟體VISSIM進行應用驗證之比較,將本模式輸出之號誌時制結果輸匯入至VISSIM環境下進行模擬,最後將兩者延滯績效結果進行比較,其評估結果顯示在未飽和車流狀態下,本模式與VISSIM輸出之延滯績效結果相近且幾無差異,故此本模式將能有效反映出考量自行車流下之交通情境。 最後,透過本模式之號誌最佳化求解方法,進一步研擬出結合自行車設施與號誌策略之具體交通改善策略,而透過這些改善之比較結果顯示皆能有效地降低車輛延滯,最後並提出相關結合自行車與機動車等候佈設方式之建議。 | zh_TW |
dc.description.provenance | Made available in DSpace on 2021-06-16T06:39:29Z (GMT). No. of bitstreams: 1 ntu-103-R01521519-1.pdf: 8432592 bytes, checksum: 85ba2cfb6fb7df231b007e3a0a24f271 (MD5) Previous issue date: 2014 | en |
dc.description.tableofcontents | 致謝 I
摘要 II Abstract III 第一章 緒論 1 1.1 研究背景 1 1.2 研究動機 2 1.3 研究範圍及內容 6 1.4 研究方法 8 1.5 研究流程 9 第二章 文獻回顧 11 2.1 引言 11 2.2 自行車號誌 12 2.3 自行車流特性 16 2.3.1 自行車流靜態特性 16 2.3.2 自行車流動態特性 16 2.4 自行車號誌時制 20 2.5 飽和流率與延滯 23 2.5.1 飽和流率 23 2.5.2 車輛延滯 28 2.6 自行車流資料蒐集與分析 30 2.7 數學規劃模式與求解 33 2.8 小結 38 第三章 模式建構 39 3.1 模式構想 39 3.2 模式符號說明 41 3.3 流動決策限制式 43 3.4 號誌限制式與參數設定 49 3.5 目標函數 53 第四章 自行車流特性調查與參數分析 59 4.1 調查內容 60 4.1.1 調查方法 60 4.1.2 調查地點選定 62 4.2交通參數分析與校估 64 4.2.1 穿越速率與通過時間分析 64 4.2.2 延滯調查與分析 69 4.2.3 右轉阻滯係數 73 4.2.4 飽和流率推估 77 4.3 小結 81 第五章 模式求解與驗證 82 5.1 模式求解 82 5.1.1 無左轉流動 83 5.1.2 考量左轉汽車流動 88 5.2 模式確認 92 5.2.1 交通量情境 92 5.2.2 轉向比情境 98 5.3 模式驗證 100 5.3.1 VISSIM相關參數設定 101 5.3.2 無左轉流動情境 102 5.3.3 考量左轉流動情境 104 5.4 小結 105 第六章 應用與改善分析 106 6.1 交通工程方法 106 6.2 號誌控制策略 113 6.3 自行車與行人穿越號誌設計 118 第七章 結論與建議 123 7.1 結論 123 7.2 建議 125 參考文獻 126 | |
dc.language.iso | zh-TW | |
dc.title | 考量自行車流特性路口號誌最佳化模式 | zh_TW |
dc.title | Development of Signal Timing Model for Intersections Under Consideration of Bicycle Traffic | en |
dc.type | Thesis | |
dc.date.schoolyear | 102-2 | |
dc.description.degree | 碩士 | |
dc.contributor.oralexamcommittee | 邱裕鈞(Yu-Chiun Chiou),胡守任(Shou-Ren Hu) | |
dc.subject.keyword | 自行車流特性,流動衝突,混和整數非線性規劃,延滯, | zh_TW |
dc.subject.keyword | bicycle traffic flow,movement conflict,MINLP,delay, | en |
dc.relation.page | 133 | |
dc.rights.note | 有償授權 | |
dc.date.accepted | 2014-07-30 | |
dc.contributor.author-college | 工學院 | zh_TW |
dc.contributor.author-dept | 土木工程學研究所 | zh_TW |
顯示於系所單位: | 土木工程學系 |
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