• 드라이브 ㆍ 컨트롤
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• 제19권3호
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• pp.47-52
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• 2022

The C-ITS (Cooperative-intelligent Transport System) is a driver assistance system that prevents car accidents and enhances traffic conditions, via sharing traffic information between vehicles and roadway infrastructures. A CLAS (changing lane assistance system) for unprotected left-turn, is a C-ITS that assists a driver with safely changing lanes. This system addresses a driver's critical gap, that enables the system to express a driver's uncertainty. A driver's critical gap is a time that can be used in a threshold, to change a lane or not. Unfortunately, a driver's critical gap is difficult to use in a CLAS directly. This paper addresses a driver's critical gap, and how it can be applied in a CLAS for an unprotected left-turn.

• 대한교통학회지
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• 제4권2호
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• pp.3-14
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• 1986

This study was undertaken to develop the gap acceptance model of left-turn drivers on the major road at intersections. Typical unsignalized intersections on the two-lane and four-lane streets in Masan City were selected for the study intersection. For the gap distribution model, the lognormal, negative exponential, shifted negative exponential, and Gamma distributions were tested using the x2 and K-S tests. Based on the results for both streets, it was concluded that among the distributions tested the lognormal distribution represented the gap distribution best, followed by the shifted negative exponential distribution. Stochastic models of the gap-acceptance behavior of left-turn drivers on the major road at unsignalized intersections were programmed using SLAM Ⅱ, a simulation computer language. A stochastic model was selected for the gap-acceptance behavior to compare the results of the simulation with the observed data. The model assumes that a fixed critical acceptance gap is assigned to each left-turn driver based on a normal distribution and the gap distribution of the opposing traffic stream follows the shifted negative exponential distribution.

• 한국콘텐츠학회논문지
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• 제13권9호
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• pp.400-409
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• 2013

본 연구에서는 한국 운전자의 특성을 고려한 회전교차로 진입 임계간격을 조사하여 이를 기반으로 다양한 교통조건 및 다지 회전교차로에 대하여 그 효과를 분석하였다. 회전교차로의 임계간격은 4지, 5지, 6지, 그리고 7지에 대하여 현장조사를 수행하였으며, Raff의 추정기법을 이용하여 임계간격을 도출하였다. 도출된 임계간격은 모의실험을 위한 정산 및 통계적 검증과정을 거쳤으며, 이를 기반으로 다양한 조건에서 회전교차로 운영분석을 수행하였다. 그 결과 운영 교통량 및 회전비율 등에 따른 다지 회전교차로의 설계요소인 내접원 직경을 서비스수준별로 제시하였다. 이는 향후 회전교차로 설계지침에 반영할 수 있을 것으로 사료된다.