• 대한교통학회지
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• 제29권1호
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• pp.47-55
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• 2011

본 연구의 목적은 서로 다른 시력조건하에서 도로명판과 도로표지판에 대한 판독거리와 판독시 안구의 움직임 (응시시간, 응시수)에 대한 측정을 수행하였다. 실험은 실제 도로상황과 유사한 환경을 가진 폐쇄순환도로에서 피실험자가 실제 차량을 운전하면서 실시되었으며, 실험을 위하여 규격에 맞게 제작되어진 도로명판과, 도로 양옆에 위치해 있는 실제 교통표지판 (도로명판, 속도제한 표지판)을 이용하였다. 시력조건은 안경렌즈를 이용하여, 시력이 1.2인 조건과 1.0 그리고 0.8의 조건을 구현하였으며, 각 실험자가 3가지의 시력 조건에 대해 실험을 수행하였다. 시력조건이 1.2 인 경우와 0.8인경우의 판독거리는 유의한 수준의 차이를 보였으며, 응시시간과 응시수는 표지판의 크기가 작은 경우에 시력조건별 차이를 보였다. 본 연구의 결과는 운전에 있어서 시력 교정의 중요성을 보여주었으며, 운전면허 기준시력을 넘는다고 해도 시력의 정도에 따라 판독거리, 그리고 판독시 안구운동의 효율성에서 차이를 보일 수 있다.

• 한국컴퓨터정보학회논문지
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• 제29권1호
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• pp.195-209
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• 2024

1990년대 개발되어 현재의 모습을 갖춘 교통신호제어기는 최근 도로 이용자의 교통안전 향상 및 자율협력주행 등을 목적으로 설치되는 다양한 장치들에 대한 전원공급 문제와 다양한 통신방식, 계층화된 블랙박스 구조 등으로 인해 유연성과 확장성에 한계를 가지고 있다. 이에 본 논문에서는 이더넷전원장치(PoE : Power over Ethernet) 기술을 통해 직류(DC) 전원 사용과 전원공급 문제를 해결하고, 메시지 브로커(Message Broker) 기술을 통해 중앙화된 데이터 기반 제어를 함으로써 빠르게 변화하는 미래 교통환경에 대응이 가능한 교통안전시설 통합관제시스템을 설계하였다. 또한 시계열 데이터를 기반으로 동작하는 교통안전시설 장치를 위한 데이터 기반 실시간 제어 방안을 구현하고 검증하였다.

• 한국도로학회논문집
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• 제19권5호
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• pp.153-162
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• 2017

PURPOSES : This study was conducted to analyze the effects arising from extending the duration of nighttime road construction on improving road quality and durability. METHODS : Most previous studies estimating the social cost of various construction conditions did not consider road pavement cooling time as a factor in improving road pavement quality. This study investigated the feasibility of achieving higher road quality and durability by extending the duration of nighttime road construction time extension. For this investigation, the effects of such an extension on traffic conditions were analyzed based on micro-simulation studies and scenario-based cost-benefit analyses, using factors including traffic volume, delay, construction cost, and road pavement cooling time. RESULTS : The results of the traffic simulation studies and cost-benefit analyses indicate that the current road construction method that emphasizes completing nighttime road construction by 6 a.m. reduces pavement life while causing relatively little traffic delay. If the night construction time is instead extended to 2 p.m., road pavement lifetime is increased, reducing road re-construction cost. These savings are greater than the cost of congestion arising from extending the duration of nighttime construction. CONCLUSIONS : The current nighttime construction durations need to be extended in order to efficiently manage roads and reduce road management costs.

• 대한교통학회지
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• 제6권1호
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• pp.43-53
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• 1988

This study is to find the proper method of estimating urban road traffic capacity. To estimate road traffic capacity, the following methods are chosen ; 1) crossing point of Q-V and S-V, 2) critical velocity and density of Q-V-K model, 3) V-K model with density parameter. The density estimated through S-V relation is 174 veh./km. The methods used in this paper yields more stable values with 2286 veh./h/ in average. The estimated average capacity by three methods are 2272 veh./h. in multilane road. 2411 veh./h in three lane road and 2185 veh./h. in two lane road.

• 한국콘텐츠학회논문지
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• 제21권12호
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• pp.190-201
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• 2021

도로전광표지판(VMS : Variable Message Sign)은 도로이용자에게 교통, 도로, 기상상황 및 공사로 인한 통제 등에 대한 실시간 정보를 제공함으로써 교통흐름의 효율화와 통행의 안전성을 향상시키기 위한 장비이다. 일반국도 VMS의 대부분을 차지하는 문자식 VMS에서 표출 및 제공되는 소통정보 메시지 구성은 일반적으로 구간, 구간에 대한 통행시간, 소통상황에 대한 정보로 이루어진다. 본 연구에서는 수도권 일반국도에서 운영 중인 문자식 VMS를 대상으로 도로이용자 선호도 분석을 통해 도로관리자 위주의 기존 표출문안을 도로이용자 중심으로 개선안을 마련하였다. 아울러 도로이용자가 가장 선호하는 돌발상황에 대한 정보를 신속하고 효율적으로 제공할 수 있는 시스템 개선에 대한 방안을 제시함으로써 도로이용자 중심의 VMS 교통정보 제공 효용성을 향상시키고자 한다.

• 한국도로학회논문집
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• 제17권5호
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• pp.47-56
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• 2015

PURPOSES: The purpose of this study is to estimate the impact of variable message signage (VMS) on traffic safety as a function of road curve radius using statistical methods. METHODS: In order to analyze the impact of VMS installations on traffic safety, travel speed, lateral distance, and geometric data relating to road curvature in each study area was acquired and analyzed for the impact of providing VMS information on driver performance and traffic safety using statistical methods including student t-test, Mann-Whitney test, and the Anderson-Darling test for estimating traffic safety hazard zone in each lane. RESULTS: As a result of analyzing driver performance characteristics before and after providing VMS information, it was determined that by providing VMS information, mean travel speed is deceased and vehicles are driven with increased precision, following the centerline in the first and second lanes. Also the results of analyzing traffic safety impacts of VMS indicate that traffic safety performance factors in the first lane of the Gapyeong section can, on average, increase in the left and right side of the lane by 19.22% and 68.98%, respectively, and in the case of the second lane, safety impacts, on average, can increase in both sides by 100%. For the Hongcheon section, traffic safety impacts in the first lane, on average, can increase along the left and right sides of the lane by 32.31% and 47.18%, and within the second lane, traffic safety can be increased along the left and right side of the lane by 10.97% and -0.01%, respectively. CONCLUSIONS: Based on the results of this study, the impact on traffic safety obtained by providing VMS information for road sections with smaller curve radii is greater than can be obtained for road sections with larger curve radii.

• 한국안전학회지
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• 제18권4호
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• pp.23-27
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• 2003

To improve the road transportation safety, the road traffic data is monitored by applying an image detection system. The road traffic safety is analysed using image processing techniques. For more accurate measurement, the coordinate matching of real road data to image is one of the most essential parts of the image detection technique. The road image is skewed at the input screen, because the video camera is installed at the roadside. A fast and precise algorithm for the coordinate matching is developed to convert image coordinates into road coordinates.

• 전기학회논문지P
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• 제62권3호
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• pp.111-116
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• 2013

Noise problem that occurs on the road is raising a lot of problems in the economic, social and environmental aspects. The objective of this paper is to propose ANC(active noise cancellation)-based road traffic noise reduction algorithm-model which can reduce noise by generating frequency opposed to noise sources to improve and complement the problem that existing physical form of a noise barrier. In this paper, we measured the noise characteristic from collection of two difference car noise also ANC simulation has been performed by using road traffic noises input. In order to compare the control performance, we performed noise reduction simulation of ANC by filtered-X LMS algorithm and delayed control signal injection. As a result of this simulation, we confirmed that convergence performance and noise decrease effect to the filtered-X LMS algorithm by inputting the road traffic noise.

• 대한전자공학회:학술대회논문집
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• 대한전자공학회 2002년도 ITC-CSCC -2
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• pp.1324-1326
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• 2002

This paper concerns the development of distributed interactive simulation of a road traffic system. The simulation involved models of multiple and distributed road vehicles running on different locations. The simulation system represented a traffic system as if the distributed simulation models were in the same environment. The development of the distributed road traffic simulation was based on High Level Architecture (HLA), a state-of-the-art IEEE standard for the distributed and real-time simulation. Other work concerned modeling and simulating the road vehicles and building the map database for the virtual distributed shared environment. The information used in the simulation system was only in X-axis and Y-axis as the insignificant data in the Z-axis was omitted to simplify the simulation. However, the traffic system has visualized a 3-D coordinate system. The road vehicle models were able to avoid collision. The next direction of a vehicle can be chosen from the provided choices of further paths.

• 한국인터넷방송통신학회논문지
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• 제10권1호
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• pp.113-120
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• 2010

교통사고가 발생 한 경우에 스키드마크는 자동차 속도 산출을 위해서 매우 중요한 요소이다. 객관적이고, 과학적인 수사를 위해, 교통 사고는 공정한 기록에 의해서, 컴퓨터 모의 실험, 및 학문, 그리고 충돌 사고 역동성, 도로 및 교통 공학으로 검증되어야 한다. 본 논문에서는, 교통사고, 과학, 객관적인 방법을 이용하여 진짜 교통사고 및 결과를 재현하였다. 모의실험 결과 포장도로와 비포장도로에서는 비포장도로의 제동시간이 포장도로의 제동시간 보다 짧다는 것이 입증되었다.