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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 | Yen-Hsiang Chen | en |
dc.contributor.author | 陳彥向 | zh_TW |
dc.date.accessioned | 2021-06-17T00:24:48Z | - |
dc.date.available | 2015-02-01 | |
dc.date.copyright | 2012-06-27 | |
dc.date.issued | 2011 | |
dc.date.submitted | 2012-04-24 | |
dc.identifier.citation | Akcelik, R.(1981). Traffic signals: capacity and timing analysis, Australian Road Research Board.
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dc.identifier.uri | http://tdr.lib.ntu.edu.tw/jspui/handle/123456789/66185 | - |
dc.description.abstract | 傳統上,車道配置給定後,才進行號誌時制設計。此種設計方法使得號誌時制受到給定之車道配置箝制。近年來,號誌時制設定可以以線道法為基礎進行最佳化。線道法將號誌時制設定與車道配置整合式設計。本文發展前人線道法工作之推廣。前人之限制式描述於第一離開層之容量。本文推廣使得車道設計可向上游延伸到連結與短車道之介面,即第二離開層。不只車道設計更加廣泛,容量描述亦更加精準,靠的是短車道之模式限制。由於模式形成為混合整數數學規劃,本文求解方法為可解數學規劃之運算程序:界線分枝與單形法,由商業軟體進行求解。
此推廣可於模式中考慮短車道以及短車道效應,因而可更準確描述存在短車道時,號誌化路口之容量。提出新的績效指標,稱作J-集合飽和度,其可用來描述於展開處短車道效應之嚴重程度。本文所發展之模式,具備以下特性:在儲車空間為無限長時,與前人成果相同;如有必要,可以產生直進附加車道;在特定情況下,可以產生較短之最佳週期;亦可發現,由本文雙層之容量限制式,有能力描述短車道,並產出一維巨觀之CTM模式可產出之結果。並由多個數值案例測試之結果展示以上之特色。 | zh_TW |
dc.description.abstract | Traditionally, signal timing is done after the lane allocation. Recently, the lane-based optimisation is applied and considers the comprehensive optimisation of lane allocation and signal timing. In state-of-art lane-based design, only single layer, the entry into junction or exit from junction, is considered. This paper presents a lane-based model with second departing layer for estimating the reserved capacity of a signalised junction more accurately to resolve the overestimation of the capacity of an isolated junction. The two-layers are the stop-line layer and the link-approach interface. Via these layers, short-lane effect (SLE) can be easily modelled. Also, with the two-layer modelling, additional through lane design at junction can be modelled. New measure of effectiveness, the J-set degree of saturation, is proposed to describe the severity of SLE at flares. It can be shown that the problem can be solved by binary-mixed-integer linear programming (BMILP) method and numerical examples are demonstrated. Short cycles can even be generated, if it is better to do so, when the objective function is maximising reserve capacity. | en |
dc.description.provenance | Made available in DSpace on 2021-06-17T00:24:48Z (GMT). No. of bitstreams: 1 ntu-100-R98521507-1.pdf: 5553694 bytes, checksum: 7cb596f6e4b24c1d09e0a0d538a030f1 (MD5) Previous issue date: 2011 | en |
dc.description.tableofcontents | 論文口試委員審定書 ......i
謝辭 ....................iii 中文摘要及關鍵詞 .......v 英文摘要及關鍵詞 ...... vi Contents ............. vii 1. Introduction ........ 1 2. Literature Review ....5 3. Short Lane Effect .. 39 4. Model Formulation ...59 5. Numerical Example . 109 6. Conclusion and Future Work ..143 References ............147 Appendix ..............153 | |
dc.language.iso | en | |
dc.title | 具第二離開層之最佳化路口車道配置與號誌時制整合式設計 | zh_TW |
dc.title | Optimal Integrated Design of Lane Allocation and Signal Timing at Junction with Second Departure Layer | en |
dc.type | Thesis | |
dc.date.schoolyear | 100-2 | |
dc.description.degree | 碩士 | |
dc.contributor.oralexamcommittee | 胡大瀛(Ta-Yin Hu),邱裕鈞(Yu-Chiun Chiou) | |
dc.subject.keyword | 線道法,號誌最佳化,混合整數規劃,短車道效應,留存容量, | zh_TW |
dc.subject.keyword | Lane-Based Method,Signal Timing Optimisation,Mixed-Integer-Linear-Programming (MILP),Short Lane Effect,Reserve Capacity, | en |
dc.relation.page | 189 | |
dc.rights.note | 有償授權 | |
dc.date.accepted | 2012-04-26 | |
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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