Author Information
Conference |
Research Title | Date |
|---|---|---|
| Transportation Research Board (TRB) 91st Annual Meeting, Washington DC, USA | An Integrated Model for reproducing the Maneuver of Left Turners Considering Dynamic Reaction to Crossing Pedestrians | Sun, 2012-01-01 |
| Transportation Research Board (TRB) 91st Annual Meeting, Washington DC, USA | A microscopic Traffic Simulation Model for Safety Assessment at Signalized Intersections | Sun, 2012-01-01 |
| Transportation Research Board (TRB) 90th Annual Meeting, CD-ROM, Washington DC, USA | Modeling the Variation in the Trajectory of Left Turning Vehicles Considering Intersection Geometry | Sat, 2011-01-01 |
| Transportation Research Board (TRB) 89th Annual Meeting, Washington DC, USA | A Traffic Signal Optimization Strategy Considering Both Vehicular and Pedestrian Flows | Fri, 2010-01-01 |
| Transportation Research Board (TRB) 88th Annual Meeting, Washington DC, USA | A Methodology for Modeling Pedestrian Platoon Discharge and Crossing Times at Signalized Intersections | Thu, 2009-01-01 |
| Transportation Research Board (TRB) 88th Annual Meeting, Washington DC, USA | Methodology for Modeling Pedestrian Platoon Discharge and Crossing Times at Signalized Crosswalks | Thu, 2009-01-01 |
| the 9th Eastern Asia Society for Transportation Studies EASTS International Conference, Jeju, Korea | Analysis on the Variation of Left-Turning Vehicle Trajectories inside Intersections | Sat, 2011-01-01 |
| the 9th Eastern Asia Society for Transportation Studies EASTS International Conference, Jeju, Korea | Effectiveness of Signal Coordination for Pedestrian Flows Considering Bi-directional Flow Impacts | Sat, 2011-01-01 |
| the 9th Eastern Asia Society for Transportation Studies EASTS International Conference, Jeju, Korea | Analysis on Pedestrian Speeds at Intersections Considering Signal Timing and Crosswalk Length | Sat, 2011-01-01 |
| The 8th Eastern Asia Society for Transportation Studies EASTS International Conference, Surabaya, Indonesia | The Minimum Required Width of Signalized Crosswalks Considering Bi-directional Pedestrian Flow and Different Age Groups | Thu, 2009-01-01 |
| the 6th International Symposium on Highway Capacity and Quality of Service ISHC, Transportation Research Board TRB, Stockholm, Sweden | Effects of Bi-directional Pedestrian Flow Characteristics upon the Capacity of Signalized Crosswalks | Sat, 2011-01-01 |
| The 5th International Conference on Ambient Systems, Networks and Technologies (ANT-2014), the 4th International Conference on Sustainable Energy Information Technology (SEIT-2014) | The Development of Conflict Index for the Safety Assessment of Intersections Considering Crash Probability and Severity | Mon, 2014-06-02 |
| The 4th International Symposium on Highway Geometric Design, Transportation Research Board (TRB), Valencia, Spain | Design Criteria for Crosswalk Width and Position at Signalized Intersections | Fri, 2010-01-01 |
| The 41st Infrastructure Planning Conference of Japan Society of Civil Engineering, 2010 | Evaluation of Group-based Signal Control through Field Operational Tests | Fri, 2010-01-01 |
| the 3rd International Conference on Road Safety and Simulation, Transportation Research Board TRB, Indianapolis, Indiana, USA | Gap Acceptance Models for Left-Turning Vehicles Facing Pedestrians at Signalized Crosswalks | Sat, 2011-01-01 |
| The 3rd International Conference on Road Safety and Simulation, Transportation Research Board TRB, Indianapolis, Indiana, USA | A Methodology for Modeling the Distribution of Turning Vehicle Paths at Signalized Intersections | Sat, 2011-01-01 |
| the 3rd International Conference on Road Safety and Simulation, Transportation Research Board TRB, Indianapolis, Indiana, USA | Modeling Speed Profiles of Turning Vehicles at Signalized Intersections | Sat, 2011-01-01 |
| The 32nd Annual Meeting of Japan Society of Traffic Engineers, Tokyo, JAPAN | A Study on Pedestrian Clearing Behavior at Signalized Intersections | Sun, 2012-01-01 |
| The 12th World Conference in Transport Research WCTR, Lisbon, Portugal | Evaluation of Signal Coordination for Pedestrian and Vehicular Flows | Fri, 2010-01-01 |
| The 11th International Summer Symposium, Japan Society of Civil Engineers, pp. 213 – 216, Tokyo, Japan | Estimation of Crosswalk Width to Minimize Cycle Length at Signalized Intersections | Thu, 2009-01-01 |
| Proceedings of Infrastructure Planning, Vol. 38, Japan Society of Civil Engineers, Wakayama | A Proposed Methodology for Modeling Pedestrian Crossing Time at Signalized Crosswalks Considering Bidirectional Flow | Tue, 2008-01-01 |
| Infrastructure Planning, Vol. 43, Japan Society of Civil Engineers, Tsukuba, JAPAN | The Impacts of Signal Timing and Crosswalk Length upon Pedestrian Speeds at Signalized Crosswalks | Sat, 2011-01-01 |
| Infrastructure Planning, Vol. 43, Japan Society of Civil Engineers, Tsukuba, JAPAN | Developing a Simulation Tool for Traffic Safety Assessment at Signalized Intersections | Sat, 2011-01-01 |
| Infrastructure Planning, Vol. 43, CD-ROM, Japan Society of Civil Engineers, Tsukuba, JAPAN | Modeling the Maneuver of Left-turning Vehicles Considering the Interaction with Pedestrians at Signalized Intersections | Sat, 2011-01-01 |
| Infrastructure Planning, Vol. 39, Japan Society of Civil Engineers, Tokushima | Effects of Bi-directional Flow and Different Pedestrian Age-Groups on Capacity of Signalized Crosswalks | Thu, 2009-01-01 |
The responsibility of all materials published at this website belongs to its authors.
