• KSCE Journal of Civil and Environmental Engineering Research
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• v.35 no.3
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• pp.679-690
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• 2015

The need to remove the cause of traffic accidents by improving the engineering system for a vehicle and the road in order to minimize the accident hazard. This is likely to cause traffic accident continue to take a large and significant social cost and time to improve the reliability and efficiency of this generally poor road, thereby generating a lot of damage to the national traffic accident caused by improper environmental factors. In order to minimize damage from traffic accidents, the cause of accidents must be eliminated through technological improvements of vehicles and road systems. Generally, it is highly probable that traffic accident occurs more often on roads that lack safety measures, and can only be improved with tremendous time and costs. In particular, traffic accidents at intersections are on the rise due to inappropriate environmental factors, and are causing great losses for the nation as a whole. This study aims to present safety countermeasures against the cause of accidents by developing an intersection Traffic safety evaluation model. It will also diagnose vulnerable traffic points through BPA (Back -propagation algorithm) among artificial neural networks recently investigated in the area of artificial intelligence. Furthermore, it aims to pursue a more efficient traffic safety improvement project in terms of operating signalized intersections and establishing traffic safety policies. As a result of conducting this study, the mean square error approximate between the predicted values and actual measured values of traffic accidents derived from the BPA is estimated to be 3.89. It appeared that the BPA appeared to have excellent traffic safety evaluating abilities compared to the multiple regression model. In other words, The BPA can be effectively utilized in diagnosing and practical establishing transportation policy in the safety of actual signalized intersections.

• The Journal of The Korea Institute of Intelligent Transport Systems
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• v.10 no.6
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• pp.1-14
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• 2011

The surrogate safety assessment model which was developed based on the conflict theory by FHWA in the US is software to analyze traffic conflicts using the individual vehicle trajectory data from a microscopic traffic simulation model. This study aims at assessing the safety of different signal control strategies, including pre-time and actuated signal control, using the SSAM. To this end, this study effort has developed a microscopic traffic simulation model using VISSIM through a field study, and then produced the surrogate measures, including TTC, PET, DR, MaxS and DeltaS, and the numbers of conflicts, including rear-end, right angle and lane-changing conflicts. The assessment results indicated that the actuated signal control may produce more conflicts in terms of rear-end conflicts. The use of SSAM in the safety assessments for diverse traffic alternatives in a safe and fast way may contribute to the improvement of safety in the roadway transportation.

• The Transactions of the Korea Information Processing Society
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• v.6 no.4
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• pp.977-987
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• 1999

The current traffic signal control systems are operated depending on the pre-planned control scheme or the selected control scheme according to a period of time. The problem with these types of traffic control systems is that they can not cope with variant traffic flows appropriately. Such a problem can be difficult to solve by using binary logic. Therefore, in this 0paper, we propose a traffic signal control system which can deal wit various traffic flows quickly and effectively. The proposed controller is operated under uncertainty and in a fuzzy environment. It show the congestion of road traffic by using fuzzy logic, and it determines the length of green signal by means of a fuzzy inference engine. It modeled using petri-net to verify its validation.

• 한국ITS학회:학술대회논문집
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• 2003.11a
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• pp.345-350
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• 2003

• The Journal of The Korea Institute of Intelligent Transport Systems
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• v.18 no.6
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• pp.96-109
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• 2019

Roundabouts are actively installed to reduce unnecessary congestion and reduce traffic accidents. However, it is difficult to apply more than 450 cars per, hour. In addition, there is a downside to the concentration of delays in certain directions depending on traffic conditions. To compensate for these shortcomings, signal metering was introduced. Signal metering is a technique that gives red signals to adjacent left traffic flow in the event of a delay in a particular direction. The purpose of this study is comparing the effect of signal metering in conventional and special types (turbo roundabout, flower roundabout) of roundabout. VISSIM API is used for analysis. The analysis result show that only conventional roundabout signal metering algorithm reduce delay time per vehicle. As the result of the turbo roundabout and flower roundabout signal metering algorithm increase delay time per vehicle, signal metering algorithm can be applied in conventional roundabout.

• Journal of Korean Society of Transportation
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• v.27 no.3
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• pp.111-118
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• 2009

Factors causing traffic accidents are various and traffic law violations can be among them. The efforts to increase traffic law obedience rates of drivers are common in many other countries to reduce traffic accidents, and one of generally applied methods is to increase the amounts of violation fines. Expensive levels of traffic law violation fines could have drivers choose "obey the law" in their decision-making stages since they are economically better-off by following the law. In this sense, this study has developed an economic model to verify whether the current levels of the traffic violation fines of Korea are effective for drivers to choose "obey-the-law" decisions. Speed violations and traffic signal violations have been selected for the case study to verify the relationships between "expected probabilities of being-caught" and "levels of violations fines".

• Journal of Korean Society of Transportation
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• v.22 no.5
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• pp.7-17
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• 2004

지금까지의 링크통행시간에 대한 연구는 개별 차량의 평균을 통한 평균링크통행시간 산정 및 추정의 제한적인 연구가 대부분이었다. 그러나, 링크통행시간은 교통조건, 신호운영조건, 도로조건 등 다양한 영향인자로 인해 통행시간 분포가 구분되는 특성을 나타낸다. 따라서, 링크통행시간 특성을 좀 더 미시적으로 분석할 필요가 있다. 본 연구에서는 GPS를 이용한 실시간 교통자료 수집의 방법에 대해 살펴보았으며, GPS를 이용한 RTK 측량을 이용한 실시간 자료수집을 통하여 링크통행시간에 대한 연구를 수행하였다. 또한, 신호운영에 의한 영향으로 인한 링크통행시간 분포특성을 분석하기 위해 링크통행시간에 대한 현장조사를 추가적으로 실시하였다. 현장조사 결과분석을 통해 통행시간 분포특성 및 원인을 분석하고 프로그램을 이용한 시뮬레이션을 통해 보다 다양한 조건을 부여하여 링크통행시간분포비율에 영향을 주는 변수들에 대한 검토하고 통행시간 분포비율을 추정할 수 있는 모형을 구축하였다. GPS 실험차량을 이용한 주행실험결과를 분석한 결과 순행시간으로만 이루어지는 링크통행시간과 적색시간 동안 대기하였다가 링크구간을 통과하여 순행시간에 신호 대기시간을 더한 링크통행시간으로 통행시간이 구분되는 현상을 확인할 수 있었으며 따라서, 링크통행시간에 대한 분석은 통행시간을 하나의 평균통행시간으로 인식하는 것보다 두 개의 구분된 통행시간을 동시에 고려하는 것이 바람직할 것으로 판단되었다. 링크통행시간 분포특성에 대한 연구결과 또한, 통행시간이 양분되어 분포하는 것으로 분석되었다. 따라서, 링크통행시간의 경우 평균통행시간에 의한 결과보다 신호지체가 발생하지 않는 통행시간과 신호지체가 발생하는 통행시간으로 구분하는 것이 교통상황을 인식하는 것이 바람직할 것으로 나타났다.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.30 no.6D
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• pp.553-560
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• 2010

This study examined the factors influencing the number of enforcement cases on traffic signal violation. The study collected enforcement data on traffic signal violation by multi-functional unmanned cameras across the Daegu metropolitan area, and analyzed the data to determine correlations among various factors including physical dimensions and engineering characteristics of the roadway as to how they would influence the number of violations. The resulting analysis provided a general model that assesses applicability for multi-functional unmanned cameras, and further shed helpful insights on efficient utilization of such traffic signal enforcement equipments in terms of installation thresholds and location. By identifying violation-prone features and characteristics and subsequent enforcement considerations, this research also supports safety efforts in reducing the number of traffic accidents as well.

• Journal of Korean Society of Transportation
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• v.21 no.3
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• pp.71-83
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• 2003

An arterial street control is performed for the purpose of the progression of a traffic flow using the arterial. However during the progression in the arterial, the change according to the time is one of the most representative problems occurring at a signal plan. This paper intends to efficiently operate the arterial progression by applying fuzzy logic, which is thought to be the most possible one in the inference as that of the human logic, to the traffic responsive control system. Fuzzy Logic controller is appliable to the daily human language (linguistic). can be dealt with the uncertain traffic data and is useful on planning the signal control to sensitively confront the randomly changing traffic condition. This study, based on the signal control part of the isolated intersection in "A Development of a Real-time, Traffic Adaptive Control Scheme Through VIDs"(Seong Ho. Kim. 1996). suggested the strategy for the progression control in the arterial and analyzed its effect by comparing the effect of the existing control method. In addition, the study compared each effect by using TRAF-NETSIM which is the traffic simulation software to analyze each control method.

• Proceedings of the Korea Multimedia Society Conference
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• 2002.11b
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• pp.582-586
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• 2002

순차 논리 회로를 설계하기 위하여 설계용 틀을 이용해 설계하고 그 결과를 시뮬레이션 한 것을 검토하여 실제 회로로 구현한다. 본 논문에서는 시뮬레이션을 하기 위한 회로설계 방법 중 Statatable를 작성하여 틀에 입력하고 심볼로 만들어, 이것을 이용하여 시스템을 구성 후 시뮬레이션을 하였다. 특히 설계 예제로 선택한 교통 신호제어 시스템은 대기차량이 없는 차로와 있는 차로를 구분하여 선택적으로 신호를 제공하므로써 교통소통의 효율을 물론 앞으로 교통 신호 제어체계의 새로운 모델을 제시하고 있다.