Faculty Profiles - IRYO Miho

Papers - IRYO Miho

Division display >> ／ All the affair displays 1 - 143 of about 143

Impact of refuge island in two-lane roads on pedestrian behavior: a virtual reality study Reviewed International coauthorship

ul Haq, MF; Iryo-Asano, M; Alhajyaseen, W; Samson, CJR; Zhu, H

CANADIAN JOURNAL OF CIVIL ENGINEERING Vol. 52 ( 2 ) page： 197 - 212 2025.2

A method for evaluating the functional hierarchy of road networks Reviewed

T. Sekihara, Y. Kakimoto, H. Nakamura, M. Iryo, X. Zhang

Transport Policy Vol. 155 page： 178 - 188 2024.6

Modeling the Pedestrian Crossing Decision Behavior Based on Vehicle Deceleration Patterns Using Virtual Reality Environment Reviewed International coauthorship International journal

Muhammad Faizan ul Haq, Miho Iryo-Asano, Wael K.M. Alhajyaseen

International Journal of Intelligent Transportation Systems Research Vol. 22 page： 245 - 258 2024.3

道路利用特性指標を用いた道路ネットワークの機能階層性の評価手法 Reviewed

関原敏裕, 柿元祐史, 中村英樹, 井料美帆, 張馨

交通工学論文集 Vol. 9 ( 2 ) page： A_69 - A_78 2023.2

バーチャルリアリティ実験による歩行者の横断位置選択行動分析 Reviewed

中島孝規, 井料美帆

交通工学論文集 Vol. 9 ( 2 ) page： A_253 - A_262 2023.2

Defensive or competitive Autonomous Vehicles: Which one interacts safely and efficiently with pedestrians? International coauthorship

Zhu H., Alhajyaseen W., Iryo-Asano M., Nakamura H., Dias C.

Physica A: Statistical Mechanics and its Applications Vol. 606 2022.11

Investigating driver reactions to movements of autonomous vehicle in permitted right turn through driving simulator experiments

Zhu Hong, Zhu Sijin, Iryo-Asano Miho, Nakamura Hideki

TRANSPORTATION RESEARCH PART F-TRAFFIC PSYCHOLOGY AND BEHAVIOUR Vol. 89 page： 385 - 398 2022.8

Can automated driving prevent crashes with distracted Pedestrians? An exploration of motion planning at unsignalized Mid-block crosswalks International coauthorship

Zhu Hong, Han Tianyang, Alhajyaseen Wael K. M., Iryo-Asano Miho, Nakamura Hideki

ACCIDENT ANALYSIS AND PREVENTION Vol. 173 2022.8

A novel hierarchical cooperative merging control model of connected and automated vehicles featuring flexible merging positions in system optimization

Tang Zhixian, Zhu Hong, Zhang Xin, Iryo-Asano Miho, Nakamura Hideki

TRANSPORTATION RESEARCH PART C-EMERGING TECHNOLOGIES Vol. 138 2022.5

パーソナルモビリティと歩行者の混在交通における危険度評価指標の提案 Reviewed

菱川貴之, 井料美帆

土木学会論文集D3 Vol. 77 ( 5 ) page： 893 - 903 2022.4

滞留者が混在する歩行空間における通行機能の主観的評価 Reviewed

井料美帆, 渡辺匠

土木学会論文集D3 Vol. 77 ( 5 ) page： 1057 - 1066 2022.4

電動キックボードの希望通行位置選択に関する要因分析 Reviewed

井料美帆, 鈴木弘司, 川合琉介

IATSS Review Vol. 46 ( 3 ) 2022.2

Safety evaluation of personal mobility vehicles and pedestrians under mixed traffic flow using traffic simulation Reviewed

Hishikawa T., Iryo-Asano M.

Asian Transport Studies Vol. 8 2022.1

Macroscopic analysis on the frequency and severity of pedestrian crashes on National Roads in Metro Manila, Philippines International journal

Obinguar Domer Dacles, Iryo-Asano Miho

IATSS RESEARCH Vol. 45 ( 4 ) page： 521 - 529 2021.12

Interactions between autonomous vehicles and pedestrians at unsignalized mid-block crosswalks considering occlusions by opposing vehicles Reviewed International coauthorship

Zhu Hong, Iryo-Asano Miho, Alhajyaseen Wael K. M., Nakamura Hideki, Dias Charitha

ACCIDENT ANALYSIS AND PREVENTION Vol. 163 2021.12

名古屋市の拠点エリアにおけるウォーカブルな空間デザイン要件の導出 Reviewed

伊藤亜由美, 中村一樹, 井料美帆, 野地寿光

都市計画論文集 Vol. 56 ( 3 ) page： 819 - 826 2021.10

Efficiency and Safety Evaluation of Left-turn Vehicles and Crossing Pedestrians in Signalized Intersections under the Autonomous Vehicle Mixed Flow Condition Reviewed

Pan Ang, Zhang Xin, Iryo-Asano Miho, Nakamura Hideki

INTERNATIONAL JOURNAL OF INTELLIGENT TRANSPORTATION SYSTEMS RESEARCH 2021.9

A novel agent-based framework for evaluating pedestrian safety at unsignalized mid-block crosswalks Reviewed International coauthorship International journal

Zhu Hong, Almukdad Abdulkarim, Iryo-Asano Miho, Alhajyaseen Wael K. M., Nakamura Hideki, Zhang Xin

ACCIDENT ANALYSIS AND PREVENTION Vol. 159 2021.9

サイクル長短縮による信号交差点の右折待ち行列延伸渋滞解消効果の実証分析 Reviewed

立松秀樹,森本清誠,田中淳,泉典宏,中村英樹,鈴木弘司,井料美帆,柿元祐史

交通工学論文集 Vol. 7 ( 2 ) page： B_6 - B_13 2021.2

信号交差点が連続する補助幹線道路における信号サイクル長短縮効果の実証実験 Reviewed

牧野修久,小林圭,池水丈明,中村英樹,鈴木弘司,井料美帆,柿元祐史

交通工学論文集 Vol. 7 ( 2 ) page： B_55 - B_61 2021.2

Estimation of Waiting Pedestrian Occupancy-time at Signalized Crosswalks for Turning Vehicle Maneuver Analysis Reviewed

Emagnu, Y. M., Zhang, X., Iryo-asano, M., Nakamura, H.

Proceedings of 100th Annual Meeting of Transportation Research Board page： 17 2021.1

パーソナルモビリティと歩行者の混在交通における危険度評価指標の提案

菱川貴之,井料美帆

土木計画学研究・講演集 Vol. 62 page： 9 2020.11

道路利用特性指標と道路ネットワークの機能階層性の関連分析

関原敏裕,柿元祐史,中村英樹,井料美帆

土木計画学研究・講演集 Vol. 62 page： 9 2020.11

A Study on Expected Blockage Time of Left Turning Vehicles under the Influence of Pedestrians at Signalized Intersections

Emagnu, Y. M., Zhang, X., Iryo-asano, M., Nakamura, H.

Vol. 62 page： 8 2020.11

Developing a Lane Flow Distribution Estimation Model in Weaving Segments of Urban Expressways

Zhou, Z., Nakamura, H., Iryo-Asano, M., Kakimoto, Y.

Vol. 62 page： 8 2020.11

Pedestrian Presence Probability Distribution under High Demand Conditions at Signalized Crosswalks

Emagnu, Y. M., Iryo-asano, M., Nakamura, H.

Vol. 61 page： 7 2020.6

Modeling Traffic Flows on Urban Arterials Considering the Downstream Influence International coauthorship International journal

Zhu Hong, Nakamura Hideki, Alhajyaseen Wael, Iryo-Asano Miho

TRANSPORTATION RESEARCH RECORD Vol. 2674 ( 5 ) page： 475 - 485 2020.5

街路における歩行者の滞留地点選択に関する研究 Reviewed

菱川貴之,井料美帆

土木学会論文集D3 Vol. 75 ( 6 ) page： I_433 - I_443 2020.4

自動運転車の挙動と回避性能が歩行者の横断判断に与える影響分析 Reviewed

可児匠, 井料美帆

交通工学論文集 Vol. 6 ( 2 ) page： 87 - 96 2020.2

Modeling Trajectories and Trajectory Variation of Turning Vehicles at Signalized Intersections International coauthorship

Dias Charitha, Iryo-Asano Miho, Abdullah Muhammad, Oguchi Takashi, Alhajyaseen Wael

IEEE ACCESS Vol. 8 page： 109821 - 109834 2020

パーソナルモビリティの車種が歩行者のリスク認知に与える影響に関する研究 Reviewed

菱川貴之, 井料美帆, 長谷川悠

土木学会論文集D3 Vol. 75 ( 5 ) page： 595-605 2019.12

Japan

Nakamura H

Global Practices on Road Traffic Signal Control: Fixed-Time Control at Isolated Intersections page： 163-184 - 184 2019.1

自動運転車両の混在が信号交差点交通容量に与える影響に関する分析 Reviewed

鰐部万磨, 柿元祐史, 中村英樹, 井料美帆

交通工学論文集 Vol. 5 ( 2 ) page： 167-175 2019

Experimental Investigation of Pedestrian Queuing Behaviour

Zhang, JH; Iryo-Asano, M; Dias, C

TRAFFIC AND GRANULAR FLOW '17 page： 177 - 185 2019

Calibrating a Social Force based Model for Simulating Personal Mobility Vehicles and Pedestrian Mixed Traffic Reviewed International coauthorship

C. Dias, M. Iryo-Asano, H. Nishiuchi, T. Todoroki

Simulation Modelling Practice and Theory Vol. 87 page： 395-411 2018.9

Modeling pedestrians' subjective danger perception toward personal mobility vehicles Reviewed

Y. Hasegawa, C. Dias, M. Iryo-Asano, H. Nishiuchi

Transportation Research Part F: Traffic Psychology and Behaviour Vol. 56 page： 256-267 2018.7

パーソナルモビリティに対する歩行者の認知に着目したヴァーチャルリアリティの適応可能性の検討 Reviewed

長谷川悠, 井料美帆

交通工学論文集 Vol. 4 ( 1 ) page： A_147-A_153 2018

A Study on the Average Travel Speed on Interrupted Flow Multi-Lane Highways Reviewed

Akandwanaho Edwin, Iryo Miho, Nakamura Hideki

INTERNATIONAL SYMPOSIUM OF TRANSPORT SIMULATION (ISTS'18) AND THE INTERNATIONAL WORKSHOP ON TRAFFIC DATA COLLECTION AND ITS STANDARDIZATION (IWTDCS'18) - EMERGING TRANSPORT TECHNOLOGIES FOR NEXT GENERATION MOBILITY Vol. 34 page： 51-58 2018

生活道路単路部の横断構成が運転者の走行意識に及ぼす影響に関する研究 Reviewed

井料美帆

土木学会論文集D3 Vol. 74 ( 5 ) page： 925-933 2018

Applicability of Virtual Reality Systems for Evaluating Pedestrians' Perception and Behavior

Iryo-Asano Miho, Hasegawa Yu, Dias Charitha

A Study on the Impact of AV-HDV Mixed Traffic on Flow Dynamics of Single-Lane Motorway

Kakimoto Yuji, Iryo-Asano Miho, Orhan Emre, Nakamura Hideki

平安京の交通流に関する一考察 Reviewed

桑原雅夫, 井料美帆

土木学会論文集D3 Vol. 73 ( 5 ) page： I_493-I_505 2017.12

Human-like motion planning model for driving in signalized intersections Reviewed

Yanlei Gu, Yoriyoshi Hashimoto, Li-Ta Hsu, Miho Iryo-Asano, Shunsuke Kamijo

IATSS Research Vol. 41 ( 3 ) page： 129 - 139 2017.10

Language：English Publishing type：Research paper (scientific journal) Publisher：Elsevier B.V.

Highly automated and fully autonomous vehicles are much more likely to be accepted if they react in the same way as human drivers do, especially in a hybrid traffic situation, which allows autonomous vehicles and human-driven vehicles to share the same road. This paper proposes a human-like motion planning model to represent how human drivers assess environments and operate vehicles in signalized intersections. The developed model consists of a pedestrian intention detection model, gap detection model, and vehicle control model. These three submodels are individually responsible for situation assessment, decision making, and action, and also depend on each other in the process of motion planning. In addition, these submodels are constructed and learned on the basis of human drivers' data collected from real traffic environments. To verify the effectiveness of the proposed motion planning model, we compared the proposed model with actual human driver and pedestrian data. The experimental results showed that our proposed model and actual human driver behaviors are highly similar with respect to gap acceptance in intersections.

DOI： 10.1016/j.iatssr.2016.11.002

Scopus

Studying critical pedestrian behavioral changes for the safety assessment at signalized crosswalks Reviewed

Wael K. M. Alhajyaseen, Miho Iryo-Asano

SAFETY SCIENCE Vol. 91 page： 351 - 360 2017.1

Language：English Publishing type：Research paper (scientific journal) Publisher：ELSEVIER SCIENCE BV

Pedestrian-vehicle conflicts are one of the most important safety concerns at signalized intersections especially in urban areas. Conflicting vehicles and pedestrians select their maneuvers by predicting the other user behavior. Sudden behavioral changes of pedestrians such as sudden speed change (acceleration or deceleration) cannot be predicted by drivers, which can lead to safety hazards especially if these sudden behavioral changes occur near conflict areas. In this study, continuous pedestrian speed profiles were analyzed at signalized crosswalks to investigate the existence of such behavioral changes. A methodology is proposed to identify significant sudden changes of pedestrian speeds. The locations and timings of these sudden speed change events were analyzed, and the influencing factors such as crosswalk geometry and signal timing were studies and evaluated. Five signalized crosswalks at three intersections in Nagoya City were videotaped for analysis. Individual pedestrian maneuvers were extracted with image processing software. Empirical analysis showed that sudden acceleration events were observed at the entrance points to the pedestrian-vehicle conflict area, which highlights the significance of these events to pedestrian-vehicle conflict analysis. A multinomial logit model was developed to estimate the probability of a pedestrian making a sudden speed change as a function of different influencing factors. The results implied that the entering speed, necessary speed to finish crossing before the onset of the pedestrian signal red phase, and crosswalk length have a significant impact on speed change choices. This paper presents important suggestions to understanding pedestrian maneuvers in detail from the viewpoint of safety. (C) 2016 Elsevier Ltd. All rights reserved.

DOI： 10.1016/j.ssci.2016.09.002

Web of Science

Modeling pedestrian crossing speed profiles considering speed change behavior for the safety assessment of signalized intersections Reviewed

Iryo-Asano, M. and Alhajyaseen, W.K.M.

Accident Analysis & Prevention Vol. 108 page： 332-342 2017

交通流の変分原理に基づく系統信号路線の期待遅れ評価法 Reviewed

和田健太郎, 臼井健人, 大口敬, 井料(浅野)美帆

土木学会論文集D3 Vol. 73 ( 1 ) page： 85-96 2017

道路空間デザインが歩車間コミュニケーションに及ぼす影響に関する研究 Reviewed

中山昂彦, 宮川愛由, 谷口綾子, 井料美帆, 小嶋文, 藤井聡

交通工学論文集 Vol. 3 ( 4 ) page： A_84-A_91 2017

Evaluation of Safe Avoidance Distance for Pedestrians in Personal Mobility Vehicles and Pedestrian Mixed Traffic: A Simulation Based Study Reviewed

C. Dias, M. Iryo-Asano, H. Nishiuchi

Journal of the Eastern Asia Society for Transportation Studies Vol. 12 page： 1994-2005 2017

A probabilistic model of pedestrian crossing behavior at signalized intersections for connected vehicles Reviewed

Hashimoto Yoriyoshi, Gu Yanlei, Hsu Li-Ta, Iryo-Asano Miho, Kamijo Shunsuke

TRANSPORTATION RESEARCH PART C-EMERGING TECHNOLOGIES Vol. 71 page： 164-181 2016.10

Experimental Analysis of Personal Mobility Maneuver Reacting to Pedestrians and Cyclists (特集持続可能な都市システムの構築を目指して)

井料美帆, DIAS Charitha, 加藤弘則, 霜野慧亮, 中野公彦

生産研究 Vol. 68 ( 4 ) page： 281-284 2016.7

高速道路単路部ボトルネックにおける追従挙動特性の車両個体差の実証分析

楊燕, 和田健太郎, 大口敬, 井料（浅野）美帆, 牧野浩志

生産研究 Vol. 68 ( 2 ) page： 139-143 2016

Language：English Publishing type：Research paper (scientific journal)

高速道路サグ部など単路部ボトルネックにおける交通渋滞発生時交通量は必ずしも一定ではなく，確率的に変動する事象として把握されている．この変動は個々の車両の運転挙動に違いがあることが主要因だと考えられている．東名高速道路下り大和バス停付近サグ部を対象に，複数ビデオカメラを画像処理することによって多数の運転挙動データを収集し，追従挙動モデルとそのパラメータ同定手法を精査して各走行データに適用した．得られた特性より，車両個体差の特徴を分析した．

A Simple expected delay estimation method of signalized arterial roads

USUI Kento, WADA Kentaro, OGUCHI Takashi, IRYO-ASANO Miho

SEISAN KENKYU Vol. 68 ( 2 ) page： 151-156 2016

Language：Japanese Publishing type：Research paper (scientific journal)

This paper proposes an approximation method of expected delay for signalized arterial roads. This method is based on variational theory of traffic flow （VT）. In VT under stochastic demands, traffic flow dynamics is described as the solution of the stochastic shortest path problem. However, it is difficult to solve exactly. We, thus, propose the approximation method using the following two procedures: （i） solution space reduction based on the characteristics of the shortest path; （ii） Clark approximation. As a result of the experimental comparison with a Monte Carlo simulation, the error of the proposed method is extremely small.

タンデムソーティング戦略による信号交差点の容量増強のケーススタディ

ガスパイサンディメイ, 大口敬, 和田健太郎, 井料（浅野）美帆

生産研究 Vol. 68 ( 2 ) page： 145-150 2016

Language：English Publishing type：Research paper (scientific journal)

交差点におけるタンデムソーティング戦略 (TSS) は，右折・左折専用現示のある交差点における容量増強のアプローチである．この戦略では，ある現示の車両のみ交差点に到達できるよう上流部の信号で制御を行うため，それらの車両をより多くの車線を利用して効率的に捌くことができる．ただし，現示間の需要の偏りが大きい場合など，上流信号におけるスプリットがある一定値を越えると，交差点の捌け量が低下する．本研究では，こうした状況におけるケーススタディを行う．その結果，(1) 捌け量の低下が生じている場合でもなおTSS がない場合に比べてTSS 導入時の容量が高い，(2) TSS 導入時のサイクル長を短くすることにより，容量の増加と信号遅れの削減が同時に達成できることがわかった．

歩行者・自転車に反応するパーソナルモビリティ挙動の実験的分析

井料美帆, ディアスチャリタ, 加藤弘則, 霜野慧亮, 中野公彦

生産研究 Vol. 68 ( 4 ) page： 281-284 2016

Language：English Publishing type：Research paper (scientific journal)

<p>パーソナルモビリティは，特に短距離トリップに有効な新たな交通手段として注目されている．歩行者・自転車等の低速交通需要の多いアジア諸国においてパーソナルモビリティが実道展開するためには，他の交通手段との相互作用を適切に理解する必要がある．相互作用を表現するパーソナルモビリティの挙動モデルは，歩行者・車両挙動との類似点・相違点を理解したうえで，既存の歩行者・車両モデル等を改良することで構築可能と考えられる．本速報では，挙動モデルで用いられる説明変数の特性について，被験者実験による分析結果を報告する．</p>

AN EFFECT OF PEDESTRIAN'S COMMUNICATION TOWARD DRIVER ON PROMOTION OF DRIVER'S COOPERATIVE BEHAVIOR TO GIVE A WAY FOR PEDESTRIAN Reviewed

TANIGUCHI Ayako, TABE Taichi, IRYO Miho, MIYAKAWA Ayu, KOJIMA Aya

Journal of Japan Society of Civil Engineers, Ser. D3 (Infrastructure Planning and Management) Vol. 72 ( 5 ) page： I_1241-I_1247 2016

Language：Japanese Publishing type：Research paper (scientific journal)

This research explores communication between pedestrian and vehicles on road space. This specific research was conducted and analysed based on a series of experiments. As a result, it became evident that active communication from walkers to drivers is highly effective. More importantly, raising hands are more effective than eye contact and bowing for drivers to increase their attention to walkers. This research has also found that cooperative behavior between walkers and drivers are deeply influenced by the speed of automobiles and the act of raising hands. In other words, the faster automobile is, the less we witness cooperative behavior between the two actors. It empirically shows that increasing communication between walkers and drivers will be a valid way to decrease the number of car accidents in the near future.

Study on Effects of Road Space Design on Communication between Pedestrian and Driver Reviewed

Vol. 36 page： 163-169 2016

Analysis and Modeling of Pedestrian Crossing Behavior During the Pedestrian Flashing Green Interval Reviewed

Iryo-Asano Miho, Alhajyaseen Wael K. M., Nakamura Hideki

IEEE TRANSACTIONS ON INTELLIGENT TRANSPORTATION SYSTEMS Vol. 16 ( 2 ) page： 958-969 2015.4

TRAFFIC SIMULATION MODEL FOR ACCESS ROADS TO TRANSFER STATIONS CONSIDERING STOP POSITION CHOICE OF KISS-AND-RIDE VEHICLES Reviewed

IRYO-ASANO Miho

INFRASTRUCTURE PLANNING REVIEW Vol. 71 ( 5 ) page： I_931-I_941 2015

Language：Japanese Publishing type：Research paper (scientific journal)

Access roads of transfer points, such as railway stations, can be a bottleneck due to conflicts between different road users coming to the transfer stations. Congestions from the bottleneck may propagate to other arterial roads. Kiss-and-ride vehicles, as one of the user types, are able to choose their stop positions freely on the access road, while their characteristics and how they affect on congestions are unknown. The purpose of this research is to clarify the relationship between stop position choice behavior of picking- up or dropping-off vehicles and queueing patterns at the access road, and to build a simulation model which quantitatively represents the queueing phenomena. From the survey data analysis, it was found that distribution of stopping duration varies by time of the day and the double parking of vehicles with relatively shorter stopping duration causes queue occurrence. The proposed simulation with stopping position choice including double-parking maneuver was able to represent various queueing patterns at the access road.

Performance Evaluation of Pedestrian Crossing Flow

IRYO Miho, NAGASHIMA Ai

SEISAN KENKYU Vol. 67 ( 4 ) page： 369-373 2015

Language：Japanese Publishing type：Research paper (scientific journal)

This research aims to propose indices to evaluate the quality of services （QOS） of pedestrian crossing flow under both congested and uncongested conditions. Walking costs in crossing flows, which are not properly validated by conventional fundamental diagrams, are described by walking stability indices. The empirical data analysis revealed that the angle between directions of two pedestrian crossing flows has significant impact on QOS. A microscopic pedestrian behavior model, which represents the above characteristics, is proposed to evaluate QOS under different traffic demands and crossing angles.

プローブデータを活用した交差点の方向別交通量・旅行時間推定

ガスパイサンディメイ, 大口敬, 井料（浅野）美帆, 和田健太郎

生産研究 Vol. 67 ( 2 ) page： 125-130 2015

Language：English Publishing type：Research paper (scientific journal)

多くの交差点における車両感知器の課題は，左折・直進・右折の方向別の需要を直接把握することができない点である．これは，特に，右折専用現示を持つ信号の性能に影響するものであり，右折車両は相対的に短いスプリットにより，大きな遅れ時間を被る状況がしばしば発生する．本研究は，感知器データと光ビーコンによるプローブデータを組み合せることにより，右折需要とその旅行時間を推定する手法を開発する．推定手法を実際の交通データにより検証し，その推定結果に基づくスプリット調整による交差点の円滑性改善可能性について示す．

A study on variations of car-following behavior at sag sections and the impact of introducing ACC system Reviewed

Yang Yan, Wada Kentaro, Oguchi Takashi, Iryo-Asano Miho

2015 IEEE 18TH INTERNATIONAL CONFERENCE ON INTELLIGENT TRANSPORTATION SYSTEMS page： 256-261 2015

高速道路サグ部における追従挙動モデルのパラメータ分布に関する研究

楊燕, 大口敬, 井料（浅野）美帆, 和田健太郎

生産研究 Vol. 67 ( 2 ) page： 119-124 2015

Language：English Publishing type：Research paper (scientific journal)

日本における高速道路サグ部における交通渋滞は，同じサグ部ボトルネックであっても様々な交通需要条件で発生する．サグ部の交通渋滞発生の不確実性は，様々な各車両の追従挙動特性に違いがあるためだと考えられる．本論文では，サグ部における交通渋滞発生に影響を与える各車両の追従挙動特性の定量的影響分析研究の取組みの現状を報告する．まず，勾配影響を加味した追従挙動モデルを提案した．計測された車両軌跡データを使い，各車両の追従挙動パラメータを推定した．車両間のパラメータ分布の相関評価と分類を行った．

Application of social force model to pedestrian behavior analysis at signalized crosswalk Reviewed

Zeng Weiliang, Chen Peng, Nakamura Hideki, Iryo-Asano Miho

TRANSPORTATION RESEARCH PART C-EMERGING TECHNOLOGIES Vol. 40 page： 143-159 2014.3

MODELING PEDESTRIAN SPEED AT SIGNALIZED CROSSWALKS CONSIDERING CROSSWALK LENGTH AND PEDESTRIAN SIGNAL TIMING Reviewed

Vol. 70 ( 5 ) page： I_1031-1040 2014

Analysis of Pedestrian Clearance Time at Signalized Crosswalks in Japan Reviewed

Iryo-Asano Miho, Alhajyaseen Wael K. M.

5TH INTERNATIONAL CONFERENCE ON AMBIENT SYSTEMS, NETWORKS AND TECHNOLOGIES (ANT-2014), THE 4TH INTERNATIONAL CONFERENCE ON SUSTAINABLE ENERGY INFORMATION TECHNOLOGY (SEIT-2014) Vol. 32 page： 301-308 2014

ANALYSIS OF RIGHT-TURN VEHICLE BEHAVIOR IN PROTECTED RIGHTTURN PHASE FOR PLANNING SIGNALIZED INTERSECTION IMPROVEMENT Reviewed

WATANABE Kazuki, NAKAMURA Hideki, IRYO-ASANO Miho

INFRASTRUCTURE PLANNING REVIEW Vol. 70 ( 5 ) page： I_1013-I_1022 2014

Language：Japanese Publishing type：Research paper (scientific journal)

It is of great importance to analyze right-turning behavior at signalized intersection given high accident records related to right-turn vehicles, which also helps provide valuable insights into safety assessment of signalized intersection. This study aims to analyze the right-turn vehicle behavior in protected right-turn phase by considering the influencing factors of geometric characteristics and signal operation. It was found based on empirical modeling results that the right-turn vehicle behavior is closely related to geometric characteristics such as intersection angle and setback distance of stop bar. Furthermore, in order to make a balance of both positive and negative impact, the potential strategies may bring upon safety performance of signalized intersection, all the influencing factors related to right-turn behavior were summarized and evaluated. Finally, the necessity of employing microscopic simulation to enable a comprehensive evaluation of surrogate safety meausure (SSM) at signalized intersection was examined.

MODELING PEDESTRIAN SPEED AT SIGNALIZED CROSSWALKS CONSIDERING CROSSWALK LENGTH AND PEDESTRIAN SIGNAL TIMING Reviewed

ZHANG Xin, NAKAMURA Hideki, IRYO-ASANO Miho, CHEN Peng

INFRASTRUCTURE PLANNING REVIEW Vol. 70 ( 5 ) page： I_1031-I_1040 2014

Language：Japanese Publishing type：Research paper (scientific journal)

Quantifying the effects of crosswalk length and signal timing on pedestrian walking speed is an important requirement for providing a rational safety assessment at signalized intersections. This study investigates the effects of pedestrian green time (PG), crosswalk length and pedestrian crossing direction on pedestrian walking speed at signalized crosswalk. It is assumed that the pedestrian walking speeds consist of two components v1 and v2 at two consecutive halves of crosswalk. Empirical analysis shows that the longer crosswalk tends to induce the higher walking speed. Pedestrian walking speed increases as PG proceeds. Furthermore, a comparison of pedestrian speed models for PG and PF (pedestrian flashing green time) demonstrates that pedestrian walking speeds at PF are higher and more variable than at PG. The sensitivity analysis helps understand how these models behave depending on change of each variable.

ANALYSIS OF RIGHT-TURN VEHICLE BEHAVIOR IN PROTECTED RIGHTTURN PHASE FOR PLANNING SIGNALIZED INTERSECTION IMPROVEMENT Reviewed

Vol. 70 ( 5 ) page： I_1013-1022 2014

Stochastic approach for modeling the effects of intersection geometry on turning vehicle paths Reviewed

W.K.M. Alhajyaseen, M. Asano, H. Nakamura, M.T. Dang

Transportation Research Part C: Emerging Technologies Vol. 32 page： 179-192 2013.6

信号交差点における横断歩行者のクリアランス挙動に関する研究 Reviewed

浅野美帆, 張馨, Alhajyaseen W.K.M., 中村英樹

第32回交通工学研究発表会論文集 Vol. 32 page： 6 pages 2012.9

交差形式に応じた階層型道路ネットワーク性能に関するケーススタディ

浅野美帆, 後藤梓, 内海泰輔, 中村英樹, 水野裕彰

土木計画学研究・講演集 Vol. 45 page： 8 pages 2012.6

Left-turn Gap Acceptance Models considering Pedestrian Movement Characteristics Reviewed

W.K.M. Alhajyaseen, M. Asano, H. Nakamura

Accident Analysis & Prevention 2012.5

An Integrated Model for the Maneuver of Left Turners Considering Dynamic Reaction to Crossing Pedestrians Reviewed

Alhajyaseen, W., Asano, M. and Nakamura, H.

Proceedings of 91th Transportation Research Board Annual Meeting page： 18 pages 2012.1

A Microscopic Traffic Simulation Models for Safety Assessment at Signalized Intersections Reviewed

Tan, D., Alhajyaseen, W., Asano, M. and Nakamura, H.

Proceedings of 91th Transportation Research Board Annual Meeting page： 16 pages 2012.1

Estimation of Left-turning Vehicle Maneuvers for the Assessment of Pedestrian Safety at Intersections Reviewed

W. K. M. Alhajyaseen, M. Asano, H. Nakamura

IATSS Research Vol. 36 ( 1 ) page： 66-74 2012

駅前広場におけるキスアンドライド車両の停車特性に関する研究 Reviewed

柿元祐史, 浅野美帆, 中村英樹

土木学会論文集D3 Vol. 67 ( 5 ) page： 1079-1087 2011.12

都市間高速道路におけるボトルネック交通容量の確率的特性分析 Reviewed

小林正人, 中村英樹, 浅野美帆, 米川英雄

第31回交通工学研究発表会論文集 page： 133-138 2011.9

A Methodology for Modeling the Distribution of Turning Vehicle Paths at Signalized Intersections Reviewed

Alhajyaseen, W.K.M., Asano, M., Nakamura, H. and Tan, D.M.

Proceedings of 3rd International Conference on Road Safety and Simulation page： 20 pages, CD-ROM 2011.9

Gap Acceptance Models for Left-turning Vehicles Facing Pedestrians at Signalized Crosswalks Reviewed

page： 17 pages 2011.9

A Study on Expressway Breakdown Phenomenon Considering Flow Characteristics on Individual Lanes Reviewed

Ma, D., Nakamura, H., Asano, M. and Wolfermann, A.

Proceedings of the 9th International Conference of the Eastern Asia for Transportation Studies (EASTS) page： 15 pages, CD-ROM 2011.6

Start-up Behavior Considering Interactions between the Clearing and Entering Vehicles during the Signal Change and Clearance Intervals

Suzuki, K., Goto, A., Nakamura, H., Tang, K. and Asano, M.

Proceedings of the 9th International Conference of the Eastern Asia for Transportation Studies (EASTS) page： 15 pages, CD-ROM 2011.6

Urban Expressway Capacity Characteristics of Lane Closure Sections due to Accidents Reviewed

Ma, D., Nakamura, H. and Asano, M.

Proceedings of the 9th International Conference of the Eastern Asia for Transportation Studies (EASTS) page： 14 pages, CD-ROM 2011.6

Analysis on Pedestrian Speeds at Intersections Considering Signal Timing and Crosswalk Length Reviewed

Alhajyaseen, W., Zhang, X., Nakamura, H. and Asano, M.

Proceedings of the 9th International Conference of the Eastern Asia for Transportation Studies (EASTS) page： 12 pages, CD-ROM 2011.6

Analysis on the Variation of Left-turning Vehicle Spatial Trajectories Inside Intersections Reviewed

Alhajyaseen, W., Asano, M., Suzuki, K. and Nakamura, H.

Proceedings of the 9th International Conference of the Eastern Asia for Transportation Studies (EASTS) page： 15 pages 2011.6

Impacts of Channelization Islands on the Left-turning Vehicle Maneuvers at Signalized Intersections in Japan Reviewed

Tan, D., Asano, M. and Nakamura, H.

Proceedings of the 9th International Conference of the Eastern Asia for Transportation Studies (EASTS) page： 15 pages, CD-ROM 2011.6

Saturation Flow Rate Analysis for Shared Left-turn Lane at Signalized Intersections in Japan Reviewed

Chen, P., Nakamura, H. and Asano, M.

Proceedings of the 6th International Symposium on Highway Capacity and Quality of Service, Transportation Research Board, Procedia, Social and Behavioral Sciences page： 548-559 2011.6

Effects of Bi-directional Pedestrian Flow Characteristics upon the Capacity of Signalized Crosswalks Reviewed

Alhajyaseen, W., Nakamura, H. and Asano, M.

Proceedings of the 6th International Symposium on Highway Capacity and Quality of Service, Transportation Research Board, Procedia, Social and Behavioral Sciences page： 526-535 2011.6

Unsteady Queue Discharge Characteristics of Shared Left-turn Lane at Signalized Intersections in Japan Reviewed

Chen, P., Nakamura, H. and Asano, M.

Proceedings of the 9th International Conference of the Eastern Asia for Transportation Studies (EASTS) page： 14 pages, CD-ROM 2011.6

飯田市ラウンドアバウト実道実験における車両挙動の前後比較分析

中野祥平, 中村英樹, 浅野美帆

土木計画学研究・講演集 Vol. 43 page： CD-ROM, 6pages 2011.5

Developing a Simulation Tool for traffic Safety Assessment at Signalized Intersections

Tan, D., Alhajyaseen, W.K.M., Asano, M. and Nakamura, H.

Proceedings of Infrastructure Planning Vol. 43 page： CD-ROM, 6pages 2011.5

Modeling the Maneuver of Left-turning Vehicles Considering the Interaction with Pedestrians at Signalized Intersections

Kang, N., Alhajyaseen, W.K.M., Wolfermann, A., Asano, M. and Nakamura, H.

Proceedings of Infrastructure Planning, Vol. 43 page： CD-ROM, 9pages 2011.5

階層型道路ネットワーク実現のための道路投資手法

早河辰郎, 浅野美帆, 中村英樹

土木計画学研究・講演集 Vol. 43 page： CD-ROM, 8pages 2011.5

Lane Utilization Analysis within Lane Group under the Influence of Shared Left-turn Traffic

Chen, P., Nakamura, H. and Asano, M.

Proceedings of Infrastructure Planning Vol. 43 page： CD-ROM, 8pages 2011.5

The Impacts of Signal Timing and Crosswalk Length upon Pedestrian Speeds at Signalized Crosswalks

Zhang, X., Alhajyaseen, W.K.M., Asano, M. and Nakamura, H.

Proceedings of Infrastructure Planning, Vol. 43 page： CD-ROM, 5pages 2011.5

Analysis of Saturation Flow Rate Fluctuation for Shared Left-turn Lane at Signalized Intersections in Japan: Case Study Reviewed

Chen, P., Nakamura, H. and Asano, M

Proceedings of 90th Transporataion Research Board Annual Meeting page： DVD-ROM, 17 pages 2011.1

Modeling Variation in the Trajectory of Left-Turning Vehicles Considering Intersection Geometry Reviewed

Asano, M., Alhajyaseen, W. K. M., Suzuki, K. and Nakamura, H.

Proceedings of 90th Transportation Research Board Annual Meeting page： DVD-ROM, 17 pages 2011.1

Microscopic Pedestrian Simulation Model Combined with a Tactical Model for Route Choice Behaviour Reviewed

Asano M., Iryo T. and Kuwahara, M.

Transportation Research Part C Vol. 18 page： 842-855 2010.12

都市高速道路合流部における加速車線利用実態に関する研究

大澤昂, 浅野美帆, 中村英樹

土木計画学研究・講演集 Vol. 42 page： CD-ROM, 4pages 2010.11

Analysis of Saturation Flow Rate Fluctuation for Shared Left-turn Lane at Signalized Intersections

Chen, P., Nakamura, H. and Asano, M

Proceedings of Infrastructure Planning Vol. 42 page： CD-ROM, 6pages 2010.11

全赤時間長に着目したインターグリーン時間における直進車の停止/通過挙動の分析

後藤梓, 鈴木一史, 中村英樹, 浅野美帆

土木計画学研究・講演集 Vol. 42 page： CD-ROM, 5pages 2010.11

駅前広場の施設配置に応じた利用者行動実態に関する研究

柿元祐史, 浅野美帆, 中村英樹

土木計画学研究・講演集 Vol. 42 page： CD-ROM, 4pages 2010.11

高速道路の付加車線区間における交通実態に関する研究 Reviewed

白木文康，中村英樹，浅野美帆

第30回交通工学研究発表会論文集 page： 4pages, CD-ROM 2010.9

Self-organization of pedestrian flow with a game theory based microscopic simulation Reviewed

Asano, M., Iryo, T. and Kuwahara, M.

12th World Conference on Transport Research page： 17 pages, USB memory 2010.7

Evaluation of Group-Based Signal Control Through Field Operational Tests

Kang, N., Alhajyaseen, W., Nakamura, H., Asano, M. and Tang, K.

page： 4pages, CD-ROM 2010.6

最終右折車との交錯に着目した信号切り替わり時の車両挙動分析

後藤梓, 鈴木一史, 中村英樹, 浅野美帆

土木学会中部支部研究発表会講演概要集 page： 2pages, CD-ROM 2010.3

付加車線設置形態による利用実態と登坂車線の効果に関する研究

白木文康, 中村英樹, 浅野美帆

土木学会中部支部研究発表会講演概要集 page： 2pages, CD-ROM 2010.3

交差点幾何構造の影響を考慮した左折車両挙動のモデル化

勇川邦浩, 鈴木一史, 中村英樹, 浅野美帆

土木学会中部支部研究発表会講演概要集 page： 2pages, CD-ROM 2010.3

ラウンドアバウト流出入部における車両挙動分析

吉岡慶祐, 中村英樹, 浅野美帆

土木学会中部支部研究発表会講演概要集 page： 2pages, CD-ROM 2010.3

Markings at Signalized Intersections in Japan and Germany

von Moerner, M., Nakamura, H. and Asano, M.

page： 2pages, CD-ROM 2010.3

ドライビングシミュレータを用いたサグ部円滑化走行支援サービス効果の検証 Reviewed

畠中秀人，坂井康一，浅野美帆，佐藤章博

第29回交通工学研究発表会論文集 page： 4pages, CD-ROM 2009.11

二段階情報提供による安全合流支援システムの有効性検証

浅野美帆, 畠中秀人, 鹿野島秀行, 山下大輔, 長野和夫

第40回土木計画学研究発表会・講演集 page： 4pages, CD-ROM 2009.11

Evaluation of Advanced Cruise-Assist Highway Systems for Safety based on Verification Tests

Hatakenaka, H., Sakai, K., Kanoshima, H., Asano, M., Hosaka, A. and Mizutani, H.

Proceedings of 16th World Congress on Intelligent Transport Systems page： 8 pages, CD-ROM 2009.9

Proving Test in Regional Development of Forward Obstacle Information Provision Service

Hatakenaka, H., Kanoshima, H., Sakai, K., Asano, M., Ogasawara, M. and Mizutani, H.

Proceedings of 16th World Congress on Intelligent Transport Systems page： 8 pages, CD-ROM 2009.9

*A Pedestrian Model considering Anticipatory Behaviour forCapacity Evaluation Reviewed

Asano, M., Iryo, T. and Kuwahara, M.

Springer page： 559-581 2009.7

スマートウェイにおける安全・円滑化実現のための情報提供手法の検討

浅野美帆, 畠中秀人, 鹿野島秀行, 坂井康一, 水谷博之

土木計画学研究・講演集 Vol. 39 page： 4pages, CD-ROM 2009.6

前方状況情報提供サービスにおける静止画像表示の活用可能性検証

畠中秀人, 坂井康一, 浅野美帆, 小笠原誠, 半田悟

土木計画学研究・講演集 Vol. 39 page： 4pages, CD-ROM 2009.6

首都高速道路の合流部における動的可変な車線運用の適用可能性 Reviewed

畠中秀人，坂井康一，浅野美帆，西井禎克

第28回交通工学研究発表会論文報告集 page： 41-44 2008.11

The Development of AHS for the Service to Optimize Lane Utilization Rates at Sag Sections on Expressway

Sakai, K., Hatakenaka, H., Asano, M., Nishii, S. and Kinoshita, Y.

Proceedings of 15th World Congress on Intelligent Transport Systems page： 9 pages, CD-ROM 2008.11

Proving Test of the Forward Obstacles Information Provision Service using the ETC-ID System

Hatakenaka, H., Sakai, K., Asano, M., Ogasawara, M., Ogane, K., Taguchi, H. and Mizutani, H.

Proceedings of 15th World Congress on Intelligent Transport Systems page： 8 pages, CD-ROM 2008.11

Applying Microscopic Traffic Simulator to Evaluate Effects of Dynamic Parking Lot Guidance

Hirasawa, T., Asano, M., Sakai, K. and Shimokawa, S.

Proceedings of 15th World Congress on Intelligent Transport Systems page： 11 pages, CD-ROM 2008.11

Microscopic Pedestrian Simulation Model for Flow Evaluation Incorporating Anticipatory Behaviour Reviewed

Asano, M., Iryo, T. and Kuwahara, M.

Proceedings of 3td International Symposium on Transport Simulation page： 13 pages, CD-ROM 2008.8

*交錯交通の容量評価のためのミクロ歩行者行動モデル Reviewed

浅野美帆，井料隆雅，桑原雅夫

交通工学 Vol. 43 ( 4 ) page： 80-89 2008.7

サグ部円滑化走行支援サービスにおける態度・行動変容アプローチに関する一考察

畠中秀人, 坂井康一, 浅野美帆, 西井禎克

土木計画学研究・講演集 Vol. 38 page： 4pages, CD-ROM 2008

*Pedestrian simulation considering stochastic route choice and multidirectional flow Reviewed

Asano, M., Kuwahara, M. and Sumalee, A.

Transport simulation: Beyond traditional approaches, EPFL press page： 107-123 2008

歩行者青信号の残り時間表示の導入に伴う横断挙動分析 Reviewed

村田啓介，浅野美帆，田中伸治，桑原雅夫

IATSS Review Vol. 31 ( 4 ) page： 348-355 2007

先読み行動を考慮した歩行者交通流シミュレーション

浅野美帆，桑原雅夫

生産研究 Vol. 59 ( 3 ) page： 184-187 2007

AHSを活用した交通円滑化走行支援サービスの実用化に向けた取組み

平井節生, 畠中秀人, 浅野美帆, 西井禎克, 前田雅人, 片山恭紀

第6回ITSシンポジウム論文集 page： 6 pages, CD-ROM 2007

Multi-directional pedestrian flow model based on empirical data Reviewed

Asano, M., Kuwahara, M. and Tanaka, S.

Proceedings of The 11th World Conference on Transportation Research page： 34 pages, CD-ROM 2007

Dynamic Cell-Transmission based Pedestrian Model with Multi- Directional Flows and Strategic Route Choices Reviewed

Asano, M., Sumalee, A., Kuwahara, M. and Tanaka, S.

Transportation Research Record Vol. 2039 page： 42-49 2007

混雑時における歩行者ミクロ流動モデル

浅野美帆，桑原雅夫，田中伸治

第5回ITSシンポジウム論文集 page： 6 pages, CD-ROM 2006.12

Pedestrian simulation considering stochastic route choice and multidirectional flow Reviewed

Asano, M., Kuwahara, M., Sumalee, A., Tanaka, S. and Chung, E

Proceedings of International Symposium on Transport Simulation 2006 page： 12 pages, CD-ROM 2006

階層的な経路選択行動を考慮した動的な歩行者交通流モデル

浅野美帆，桑原雅夫，田中伸治，Sumalee, A., Chung, E.

土木計画学研究・講演集 Vol. 32 page： 4pages, CD-ROM 2005

プローブタクシーのリンク通過頻度推計モデル

村田啓介，堀口良太，桑原雅夫，浅野美帆，田中伸治

土木計画学研究・講演集 Vol. 32 page： 4pages, CD-ROM 2005

遅れ時間のリアルタイム計測による交通感応信号制御

浅野美帆，堀口良太，桑原雅夫

生産研究 Vol. 56 ( 2 ) page： 22-25 2004

交通シミュレーションを利用した信号制御アルゴリズム評価のための仮想社会実験

浅野美帆，堀口良太，桑原雅夫

交通工学 Vol. 39 ( 2 ) page： 39-45 2004

Adaptive traffic signal control using real-time delay measurement –considering stochastic delay-

Asano, M., Horiguchi, R. and Kuwahara, M.

Proceedings of 11th World Congress on Intelligent Transport Systems page： 8 pages, CD-ROM 2004

*需要の確率変動を考慮した遅れ時間評価型リアルタイム交通信号制御 Reviewed

浅野美帆，堀口良太，桑原雅夫

第24回交通工学研究発表会論文報告集 page： 101-104 2004

一時停止を伴う合流部における走行支援情報提供の考察とその実験方法 Reviewed

清水哲夫，森地茂，浅野美帆

土木計画学研究・論文集 Vol. 20 page： 865-870 2003

An Analysis of the Effect of Information Service on Gap Choice at Merging Section Reviewed

Shimizu, T., Morichi, S. and Asano, M.

Proceedings of 10th World Congress on Intelligent Transport Systems page： 10 pages, CD-ROM 2003

A Traffic Signal Control Based on a Queuing Model Using ITS Sensing Technologies

Asano, M., Nakajima, A., Horiguchi, R., Oneyama, H. and Kuwahara, M.

Proceedings of 10th World Congress on Intelligent Transport Systems page： 12 pages, CD-ROM 2003

遅れ時間自己評価によるリアルタイム交通信号制御 Reviewed

浅野美帆，中島章，堀口良太，小根山裕之，桑原雅夫，越正毅，赤羽弘和

土木計画学研究・論文集 Vol. 20 page： 879-886 2003

リアルタイムモデル規範信号制御のための遅れ時間算出方法

浅野美帆, 中島章, 堀口良太, 小根山裕之, 桑原雅夫

土木計画学研究・講演集 Vol. 26 page： 4pages, CD-ROM 2002

一時停止を伴う合流部における走行支援情報提供実験

清水哲夫, 浅野美帆, 森地茂

土木計画学研究・講演集 Vol. 26 page： 4pages, CD-ROM 2002

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