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Such conflicts increase the likelihood for a crash to occur. Since a crosswalk is the place designated for pedestrians to cross the road safely, the maneuvering of turning vehicles at crosswalks is characterized by their compliance with the priority rule: in interactions between turning vehicles and pedestrians on a crosswalk, the pedestrians should be allowed to pass first. Accident data reveal that numerous accidents involved turning vehicles and pedestrians on crosswalks. This indicates that turning vehicles do not show yielding behavior to pedestrians properly on crosswalks. Pedestrians and cyclist are vulnerable road users and their safety is at high risk than other road user. It is important to increase driver’s yielding behavior on crosswalk. This is the main motivation of this study.\nIn this study two points are considered as influential factors on yielding behavior of turning vehicles towards pedestrians. One is pavement design treatment and another one is traffic situation. The main objective of this study is to identify the effect of road pavement difference on driver’s behavior during turning maneuver on crosswalk and to get in-depth view of the different traffic situation on turning driver’s yielding or non-yielding decision. When driver move to the crosswalk how different situation and pavement design effect driver’s yielding behavior was investigated in this study.\nTo investigate the effect of brick pavement or red color at intersections on the behavior of left and right turning vehicle and evaluate their contribution to pedestrian safety on crosswalks, three favorable locations for the study were chosen. The study area is located near Nishikawaguchi station in Japan. All the intersections are situated in a residential area. At each of these intersections, one urban road is intersected by three local residential roads. In this study, a comparative safety analysis with three pavement design scenarios was conducted on the basis of the gap acceptance of left right turning cars and the traffic conflict analysis method. This study aims to analyze the non-yielding risky behavior of left turn and right turn driver towards pedestrians and cyclists considering different pavement design treatment on crosswalk or near the crosswalk. Results show that brick pavement is more effective to increase driver’s yielding behavior.\nTo investigate the effect of brick pavement or red color at intersections on the speed behavior of left and right turning vehicle, speed analysis was done. Vehicle speed at three situations are selected to study the speed behaviour of turning vehicle. Three situations are following: At free flow condition on green signal time, at free flow conditions on yellow onset of traffic signal, Accepting gap with pedestrian. Regression analysis shows that for left turn car brick pavement and red colored pavement is equally positive for reducing driver’s speed. But for right turning vehicle brick pavement shows more effective on reducing car speed on the crosswalk at signalized intersection when they interact with pedestrian, without pedestrian.\nThis study also aims to analyze the non-yielding, risky behavior of turning driver towards pedestrians and cyclist at signalized intersection considering the traffic situation around him at the moment when he make the turn. According to priority rule, a driver has to show yielding behavior by making a stop with mild speed towards pedestrian or cyclist when they are on a collision course. A field observation was conducted for nine hours daily (3 weekdays) to observe turning vehicles and pedestrian interaction on crosswalk at signalized intersection in Japan. Each direction was a two-lane, two-way road. Major road has a left turn lane waiting area. At this intersection, left turn vehicle, right turn vehicle, pedestrian, cyclist use the same traffic signal phase. For right turn vehicle separate right turn signal is provided, but right turn can make a turn with the main signal also. Four decision tree model were developed, two for the left turning vehicle decision towards pedestrian/cyclist and the other two for right turning vehicle decision towards pedestrian/cyclist. The dependent variable for each model are driver’s yielding or non-yielding decision. Eleven independent variable for left turning vehicle and nine independent variables for right turning vehicle were initially considered for model formulation. Results show that left turn driver’s decision towards pedestrian is mainly influenced by car’s speed, pedestrian distance from conflict area, pedestrian speed. And left turn driver’s decision towards cyclist is mainly influenced by car’s speed, pedestrian distance from conflict area, signal time, car position on platoon, presence of car front and back side of target car. Results also showed that right turn driver’s decision model is mainly influenced by pedestrian distance from conflict area, car’s speed and pedestrian speed. For cyclist, right turn driver’s decision mainly influenced by the presence of opposite though vehicle.", "subitem_description_type": "Abstract"}]}, "item_113_description_24": {"attribute_name": "目次", "attribute_value_mlt": [{"subitem_description": "ACKNOWLEDGEMENT i\nABSTRACT ii\nTABLE OF CONTENTS iv\nLIST OF FIGURES vii\nLIST OF TABLES xi\nChapter 1: INTRODUCTION\n1.1 Introduction 1\n1.2 Theoretical framework of the study 4\n1.3 Objective of the study 5\n1.4 Significance of the study 5\n1.5 Thesis Outline 6\nReferences 8\nChapter 2: BACKGROUND OF THE STUDY\n2.1 Introduction 9\n2.2 Yielding behavior 9\n2.3 Gap acceptance model 10\n2.4 Traffic conflict method 11\n2.5 Application of decision tree method 12\nReferences 14\nChapter 3: EFFECTS OF PAVEMENT DESIGN ON YIELDING BEHABIOR OF TURNING DRIVER TOWARDS PEDEATRIAN\n3.1 Introduction 17\n3.2 Study area 18\n3.3 Yielding behavior analysis method 23\n3.3.1 Gap acceptance study 23\n3.3.2 The Swedish traffic conflict technique 27\n3.4 Data collection 29\n3.5 Data processing 29\n3.6 Results 33\n3.6.1 Left turn gap acceptance behavior 34\n3.6.2 Left turning vehicle speeds at conflict area 36\n3.6.3 Right-turn gap acceptance behavior 37\n3.6.4 Right turning vehicle speeds at conflict area 39\n3.6.5 Conflict study result by TA-CS graph 40\n3.7 Discussion 43\nReferences 46\nChapter 4: SPEED BEHAVIOR OF TURNING DRIVER ON CROSSWALK: EFFECTS OF PAVEMENT DESIGN\n4.1 Introduction 47\n4.2 Study area 49\n4.3 Vehicle speed study 52\n4.4 Data collection 55\n4.5 Data extraction 55\n4.6 Data analysis 58\n4.7 Results 58\n4.7.1 Mean speed at free flow conditions 59\n4.7.2 Mean speed of car on yellow onset 61\n4.7.3 Mean speed of car at the presence of pedestrian 63\n4.7.4 Linear Regression Analysis 66\n4.8 Discussion 69\nReferences 71\nChapter 5: TURNING DRIVER’S YIELDING TOWARDS PEDESTRIAN: EFFECTS OF TRAFFIC SITUATION\n5.1 Introduction 74\n5.2 Study area 75\n5.3 Data collection 76\n5.3.1 Details information of variables related to traffic situation 80\n5.4 Data extraction 87\n5.5 Tree based decision making analysis 95\n5.5.1 decision tree 95\n5.5.2 Methods for building decision trees 96\n5.5.3 Importance of the variable 96\n5.6 Results 97\n5.6.1 Factors influencing left turn vehicle driver’s decision making behavior towards pedestrian 97\n5.6.2 Factors influencing left turn vehicle driver’s decision making behavior towards Cyclist 100\n5.6.3 Factors influencing right turn vehicle driver’s decision making behavior towards pedestrian 104\n5.6.4 Factors influencing right turn vehicle driver’s decision making behavior towards cyclist 107\n5.7 Discussion 110\nReferences 113\nChapter 6: CONCLUSION\n6.1 Conclusion 114\n6.2 Suggestions 119", "subitem_description_type": "Other"}]}, "item_113_description_25": {"attribute_name": "注記", "attribute_value_mlt": [{"subitem_description": "主指導教員 : 久保田尚", "subitem_description_type": "Other"}]}, "item_113_description_33": {"attribute_name": "資源タイプ", "attribute_value_mlt": 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YIELDING BEHAVIOR OF TURNING VEHICLE DRIVER ON CROSSWALK AT SIGNALIZED INTERSECTION
https://doi.org/10.24561/00010438
https://doi.org/10.24561/0001043856c6302e-38d3-4c79-b1b9-2fd47a2e483e
名前 / ファイル | ライセンス | アクション |
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GD0000856.pdf (8.4 MB)
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Item type | 学位論文 / Thesis or Dissertation(1) | |||||||||
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公開日 | 2017-07-19 | |||||||||
タイトル | ||||||||||
言語 | en | |||||||||
タイトル | YIELDING BEHAVIOR OF TURNING VEHICLE DRIVER ON CROSSWALK AT SIGNALIZED INTERSECTION | |||||||||
言語 | ||||||||||
言語 | eng | |||||||||
キーワード | ||||||||||
主題Scheme | Other | |||||||||
主題 | Turning vehicle | |||||||||
キーワード | ||||||||||
主題Scheme | Other | |||||||||
主題 | Pedestrian safety | |||||||||
キーワード | ||||||||||
主題Scheme | Other | |||||||||
主題 | Swedish Conflict technique | |||||||||
キーワード | ||||||||||
主題Scheme | Other | |||||||||
主題 | Gap acceptance behavior | |||||||||
キーワード | ||||||||||
主題Scheme | Other | |||||||||
主題 | Decision tree model | |||||||||
キーワード | ||||||||||
主題Scheme | Other | |||||||||
主題 | Vehicle speed | |||||||||
資源タイプ | ||||||||||
資源タイプ識別子 | http://purl.org/coar/resource_type/c_db06 | |||||||||
資源タイプ | doctoral thesis | |||||||||
ID登録 | ||||||||||
ID登録 | 10.24561/00010438 | |||||||||
ID登録タイプ | JaLC | |||||||||
アクセス権 | ||||||||||
アクセス権 | open access | |||||||||
アクセス権URI | http://purl.org/coar/access_right/c_abf2 | |||||||||
タイトル(別言語) | ||||||||||
その他のタイトル | 信号交差点の横断歩道における右左折車両ドライバーの譲り合い行動に関する研究 | |||||||||
著者 |
HASINA, IASMIN
× HASINA, IASMIN
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著者 所属 | ||||||||||
埼玉大学大学院理工学研究科(博士後期課程)理工学専攻 | ||||||||||
著者 所属(別言語) | ||||||||||
Graduate School of Science and Engineering, Saitama University | ||||||||||
書誌 | ||||||||||
収録物名 | 博士論文(埼玉大学大学院理工学研究科(博士後期課程)) | |||||||||
書誌情報 |
発行日 2016 |
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出版者名 | ||||||||||
出版者 | 埼玉大学大学院理工学研究科 | |||||||||
出版者名(別言語) | ||||||||||
出版者 | Graduate School of Science and Engineering, Saitama University | |||||||||
形態 | ||||||||||
内容記述タイプ | Other | |||||||||
内容記述 | xii, 119 p. | |||||||||
学位授与番号 | ||||||||||
学位授与番号 | 甲第1048号 | |||||||||
学位授与年月日 | ||||||||||
学位授与年月日 | 2016-09-23 | |||||||||
学位名 | ||||||||||
学位名 | 博士(学術) | |||||||||
学位授与機関 | ||||||||||
学位授与機関識別子Scheme | kakenhi | |||||||||
学位授与機関識別子 | 12401 | |||||||||
学位授与機関名 | 埼玉大学 | |||||||||
抄録 | ||||||||||
内容記述タイプ | Abstract | |||||||||
内容記述 | Conflicts between Pedestrians/cyclists and tuning vehicles are very common at signalized intersection. Such conflicts increase the likelihood for a crash to occur. Since a crosswalk is the place designated for pedestrians to cross the road safely, the maneuvering of turning vehicles at crosswalks is characterized by their compliance with the priority rule: in interactions between turning vehicles and pedestrians on a crosswalk, the pedestrians should be allowed to pass first. Accident data reveal that numerous accidents involved turning vehicles and pedestrians on crosswalks. This indicates that turning vehicles do not show yielding behavior to pedestrians properly on crosswalks. Pedestrians and cyclist are vulnerable road users and their safety is at high risk than other road user. It is important to increase driver’s yielding behavior on crosswalk. This is the main motivation of this study. In this study two points are considered as influential factors on yielding behavior of turning vehicles towards pedestrians. One is pavement design treatment and another one is traffic situation. The main objective of this study is to identify the effect of road pavement difference on driver’s behavior during turning maneuver on crosswalk and to get in-depth view of the different traffic situation on turning driver’s yielding or non-yielding decision. When driver move to the crosswalk how different situation and pavement design effect driver’s yielding behavior was investigated in this study. To investigate the effect of brick pavement or red color at intersections on the behavior of left and right turning vehicle and evaluate their contribution to pedestrian safety on crosswalks, three favorable locations for the study were chosen. The study area is located near Nishikawaguchi station in Japan. All the intersections are situated in a residential area. At each of these intersections, one urban road is intersected by three local residential roads. In this study, a comparative safety analysis with three pavement design scenarios was conducted on the basis of the gap acceptance of left right turning cars and the traffic conflict analysis method. This study aims to analyze the non-yielding risky behavior of left turn and right turn driver towards pedestrians and cyclists considering different pavement design treatment on crosswalk or near the crosswalk. Results show that brick pavement is more effective to increase driver’s yielding behavior. To investigate the effect of brick pavement or red color at intersections on the speed behavior of left and right turning vehicle, speed analysis was done. Vehicle speed at three situations are selected to study the speed behaviour of turning vehicle. Three situations are following: At free flow condition on green signal time, at free flow conditions on yellow onset of traffic signal, Accepting gap with pedestrian. Regression analysis shows that for left turn car brick pavement and red colored pavement is equally positive for reducing driver’s speed. But for right turning vehicle brick pavement shows more effective on reducing car speed on the crosswalk at signalized intersection when they interact with pedestrian, without pedestrian. This study also aims to analyze the non-yielding, risky behavior of turning driver towards pedestrians and cyclist at signalized intersection considering the traffic situation around him at the moment when he make the turn. According to priority rule, a driver has to show yielding behavior by making a stop with mild speed towards pedestrian or cyclist when they are on a collision course. A field observation was conducted for nine hours daily (3 weekdays) to observe turning vehicles and pedestrian interaction on crosswalk at signalized intersection in Japan. Each direction was a two-lane, two-way road. Major road has a left turn lane waiting area. At this intersection, left turn vehicle, right turn vehicle, pedestrian, cyclist use the same traffic signal phase. For right turn vehicle separate right turn signal is provided, but right turn can make a turn with the main signal also. Four decision tree model were developed, two for the left turning vehicle decision towards pedestrian/cyclist and the other two for right turning vehicle decision towards pedestrian/cyclist. The dependent variable for each model are driver’s yielding or non-yielding decision. Eleven independent variable for left turning vehicle and nine independent variables for right turning vehicle were initially considered for model formulation. Results show that left turn driver’s decision towards pedestrian is mainly influenced by car’s speed, pedestrian distance from conflict area, pedestrian speed. And left turn driver’s decision towards cyclist is mainly influenced by car’s speed, pedestrian distance from conflict area, signal time, car position on platoon, presence of car front and back side of target car. Results also showed that right turn driver’s decision model is mainly influenced by pedestrian distance from conflict area, car’s speed and pedestrian speed. For cyclist, right turn driver’s decision mainly influenced by the presence of opposite though vehicle. |
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目次 | ||||||||||
内容記述タイプ | Other | |||||||||
内容記述 | ACKNOWLEDGEMENT i ABSTRACT ii TABLE OF CONTENTS iv LIST OF FIGURES vii LIST OF TABLES xi Chapter 1: INTRODUCTION 1.1 Introduction 1 1.2 Theoretical framework of the study 4 1.3 Objective of the study 5 1.4 Significance of the study 5 1.5 Thesis Outline 6 References 8 Chapter 2: BACKGROUND OF THE STUDY 2.1 Introduction 9 2.2 Yielding behavior 9 2.3 Gap acceptance model 10 2.4 Traffic conflict method 11 2.5 Application of decision tree method 12 References 14 Chapter 3: EFFECTS OF PAVEMENT DESIGN ON YIELDING BEHABIOR OF TURNING DRIVER TOWARDS PEDEATRIAN 3.1 Introduction 17 3.2 Study area 18 3.3 Yielding behavior analysis method 23 3.3.1 Gap acceptance study 23 3.3.2 The Swedish traffic conflict technique 27 3.4 Data collection 29 3.5 Data processing 29 3.6 Results 33 3.6.1 Left turn gap acceptance behavior 34 3.6.2 Left turning vehicle speeds at conflict area 36 3.6.3 Right-turn gap acceptance behavior 37 3.6.4 Right turning vehicle speeds at conflict area 39 3.6.5 Conflict study result by TA-CS graph 40 3.7 Discussion 43 References 46 Chapter 4: SPEED BEHAVIOR OF TURNING DRIVER ON CROSSWALK: EFFECTS OF PAVEMENT DESIGN 4.1 Introduction 47 4.2 Study area 49 4.3 Vehicle speed study 52 4.4 Data collection 55 4.5 Data extraction 55 4.6 Data analysis 58 4.7 Results 58 4.7.1 Mean speed at free flow conditions 59 4.7.2 Mean speed of car on yellow onset 61 4.7.3 Mean speed of car at the presence of pedestrian 63 4.7.4 Linear Regression Analysis 66 4.8 Discussion 69 References 71 Chapter 5: TURNING DRIVER’S YIELDING TOWARDS PEDESTRIAN: EFFECTS OF TRAFFIC SITUATION 5.1 Introduction 74 5.2 Study area 75 5.3 Data collection 76 5.3.1 Details information of variables related to traffic situation 80 5.4 Data extraction 87 5.5 Tree based decision making analysis 95 5.5.1 decision tree 95 5.5.2 Methods for building decision trees 96 5.5.3 Importance of the variable 96 5.6 Results 97 5.6.1 Factors influencing left turn vehicle driver’s decision making behavior towards pedestrian 97 5.6.2 Factors influencing left turn vehicle driver’s decision making behavior towards Cyclist 100 5.6.3 Factors influencing right turn vehicle driver’s decision making behavior towards pedestrian 104 5.6.4 Factors influencing right turn vehicle driver’s decision making behavior towards cyclist 107 5.7 Discussion 110 References 113 Chapter 6: CONCLUSION 6.1 Conclusion 114 6.2 Suggestions 119 |
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注記 | ||||||||||
内容記述タイプ | Other | |||||||||
内容記述 | 主指導教員 : 久保田尚 | |||||||||
版 | ||||||||||
[出版社版] | ||||||||||
著者版フラグ | ||||||||||
出版タイプ | VoR | |||||||||
出版タイプResource | http://purl.org/coar/version/c_970fb48d4fbd8a85 | |||||||||
資源タイプ | ||||||||||
内容記述タイプ | Other | |||||||||
内容記述 | text | |||||||||
フォーマット | ||||||||||
内容記述タイプ | Other | |||||||||
内容記述 | application/pdf | |||||||||
作成日 | ||||||||||
日付 | 2017-07-19 | |||||||||
日付タイプ | Created | |||||||||
アイテムID | ||||||||||
GD0000856 |