• Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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• 1995.10a
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• pp.111-115
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• 1995

철도소음의 전파예측을 위한 예측모델의 작성에 매우 중요한 요소가 되는 주행열차로부터의 소음방사특성에 대하여 음향인텐시티법을 이용하여 검토하였다. 그리고 검토결과를 근거로 하여 평탄지 선로를 주행하는 열차를 유한길이의 지향성 점음원열로 가정하고, 지향성계수별(n)로 소음레벨을 구하여 실측치와의 대응성에 대하여 검토하였다. 또한 모터차량이 소음발생에 미치는 영향에 대해서도 검토하였다.

• Journal of the Korean Society of Propulsion Engineers
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• v.11 no.2
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• pp.62-70
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• 2007

The aiming ability is a to improve accuracy performance of the firing vehicle. This paper describes the detection method of chatter vibration using disturbance acceleration in the pointing structure. In order to analysis vibration trends of the pointing system occurred during vehicle drive, acceleration data was processed by using data processing algorithm with moving average and Hilbert transform. Specific mode constants of acceleration were obtained under various disturbances. Vehicle velocity, road condition, property of pointing structure were considered as factors which make change of vibration trend in vehicle dynamics. Finally, back propagation neural networks have been applied to the pattern recognition for the classification of vibration signal in various driving conditions. Results of signal processing were compared and analysed.

• International Journal of Highway Engineering
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• v.2 no.1
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• pp.135-145
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• 2000

A new procedure needs to be developed to predict the dynamic layer properties under moving truck loads. In this study, a computer code to evaluate layer moduli of asphalt concrete pavement from measured interior deflections at various depths were developed and verified from numerical model tests. Interior deflections of the pavement are measured from Multi-Depth Deflectometer(MDD). It was found that errors between the given and backcalculated moduli in numerical analysis were less than 0.32% for several numerical models tested. When impact loads were used, a technique to determine the depth to virtual rigid base was proposed through the analysis of compressive wave velocity and impulse loading durations. It was found that errors between the given and backcalculated moduli in numerical analysis were less than 0.114% when virtual rigid base was considered in numerical analysis. The pavement behavior must be evaluated under various vehicle speeds when determining the dynamic interaction between the loading vehicle and pavement system. To evaluate the dynamic behavior on asphalt concrete pavement under various vehicle speeds, truck moving tests were carried out. From the test results with respect to vehicle speed, it was found that the vehicle speed had significant effect on actual response of the pavement system. The lower vehicle speed generates the higher interior deflections, and the lower dynamic modulus.

• The Journal of The Korea Institute of Intelligent Transport Systems
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• v.12 no.3
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• pp.96-102
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• 2013

In recent years, a variety of ITS services are available such as driving information, road conditions, V2X messages as well as navigation and traffic jams notification. The development of ITS services is accelerating by V2X communication technologies for high-speed vehicles. In this paper, WAVE communication devices based on the IEEE802.11p standard is introduced as a solution of V2X communication technologies. The H/W and S/W structures of the WAVE communication device and the characteristics of RF/antenna are described. The performance is evaluated in the test road by measuring throughput, PER and latency. The implemented WAVE communication device has 6~7 Mbps throughput with 10% PER at 1km coverage. The packet latency is less than 3ms for the whole test road. It is shown that the implemented WAVE technology is satisfactory to provide ITS services and Internet video-streaming services.

• Journal of Korean Society of Transportation
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• v.33 no.5
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• pp.449-460
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• 2015

The reliability of air quality evaluation results for green transportation could be improved by applying correct emission factors. Unlike previous studies, which estimated emission factors that focused on vehicles in laboratory experiments, this study investigates emission factors according to road types and time using real driving data. The real driving data was collected using a Portable Activity Monitoring System (PAMS) according to road types and time, which it compared and analyzed fuel consumption from collected data. The result of the study shows that fuel consumption on national highway is 17.33% higher than the fuel consumption on expressway. In addition, the average fuel consumption of peak time is 4.7% higher than that of non-peak time for 22.5km/h. The difference in fuel consumption for road types and time is verified using ANOCOVA and MANOVA. As a result, the hypothesis of this study - that fuel consumption differs according to road types and time, even if the travel speed is the same - has proved valid. It also suggests correction factor of emission factors by using the difference in fuel consumption. It is highly expected that this study can improve the reliability of emissions from mobile pollution sources.

• Journal of the Korean Society for Railway
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• v.12 no.2
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• pp.230-235
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• 2009

We have conducted an experimental study to analyze characteristics of the wheel profile wear and an influence of the wheel flange wear on the vehicle's vibration characteristics. In experiment with EMU, wheel profile wear is severe at the beginning of the commercial operation. In this stage, the variations of the wheel dimension parameters and equivalent conicity is changed rapidly. Along with a mileage of the test vehicle, the wear of the wheel flange is increased and also the vibration level of the car-body is increased. The peak-peak mean value of the body vibration is estimated as good level, but the level is approached at the limit of the good level as mileage increases. Especially, the peak-peak maximum value of the body vibration shows the distinct increase of vibration level.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.19 no.2
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• pp.64-70
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• 2018

Rollover is a major concern for vehicles with a higher center of gravity and for improving driving performance. This study investigates a tilting system to prevent rollover, which was successfully implemented for high-speed trains. It may be useful to apply the concept of the tilting system to a large truck such as a trailer. Even a small adjustment in the tilting angle can improve the driving stability during a steep turn. The equation of motion was derived from a dynamic model of the trailer with the tilting system. The balance of the centrifugal force and normal force determines the rollover critical speed for a given radius of the turn and load. To obtain a more conservative criterion, the rollover critical state was defined as the instant when any side wheel loses contact with the road. To actuate the tilting system, the optimal tilting angle must be calculated from the steering angle and the vehicle speed. Using a simplified model of a large truck, the effects of the tilting angle and load on the rollover critical speed were investigated.

• The Journal of The Korea Institute of Intelligent Transport Systems
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• v.11 no.6
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• pp.31-39
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• 2012

This study aims to suggest a methodology of localizing and calibrating parameters, such as acceleration, deceleration, and lane changing which are the basis of car following model in interrupted traffic flow to overcome the limitation of origin and destination based transportation simulation and to verify the application of activity-based model for use in Korean roadway condition in a large scale area or a city. Especially, we figured out that a proper cell size reflecting Korean traffic conditions is 1.0m rather than 7.5m which is default size and a methodology of tracking vehicle behavior characteristics through tracking vehicle ID is suggested on this study. In addition, vehicle running characteristics in real interrupted traffic flow is analyzed through subdividing vehicle types and updating vehicle type ratio. For verification of suggested model, some portion of Dalgubyul-ro in the Daegu city is tested, and the possibility of realization of interrupted traffic flow in simulation is studied.

• Proceedings of the Korean Society of Broadcast Engineers Conference
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• 2016.06a
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• pp.191-193
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• 2016

후방 램프를 이용하는 기존의 차량 검출 기법들은 주로 색상 정보를 활용한다. 그러나 조도가 낮은 야간 환경의 특성상 색상 정보를 온전히 활용할 수 없는 경우가 빈번하게 발생한다. 이를 해결하기 위해 본 논문에서는 야간 환경에서 후방 램프의 밝기 값만을 이용해 차량을 검출한다. 일반적으로 후방 램프를 검출하기 위해 색상 정보와 밝기 값을 이용해 이진화를 하게 되는데, 본 논문에서는 밝기 값을 이용해 톤 매핑 과정을 수행하여 후방 램프의 모양을 보존한다. 밝기 값 만을 이용하기 때문에 오검출이 증가하게 되는데 이는 후방 램프에 대한 조건을 알고리즘에 적용함으로써 해결한다. 이에 더해 추적 알고리즘을 적용하여 남아있는 오검출을 제거한다. 이러한 과정은 모두 실시간으로 이루어지기 때문에 최근 활발히 연구되고 있는 자동 주행 시스템이나 주행 보조 시스템 등에 활용 될 수 있다.

• Proceedings of the Korean Society of Broadcast Engineers Conference
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• 2016.06a
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• pp.99-102
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• 2016

교통표지판 검출 및 인식은 차량의 자율주행 및 ADAS (Advanced Driver Assistance System)의 필수적인 요소이다. 교통표지판의 각종 표식을 인식하기 위해서는 먼저 교통표지판 영역을 검출해야 하며, 이 작업은 통상적으로 교통표지판에 포함된 빨간색을 추출하는 컬러 필터링을 통해 이루어진다. 하지만 차량 영상에 나타나는 색상 성분은 태양광의 방향이나 날씨 등에 상당한 영향을 받으며 이러한 조도 환경은 차량이 주행하게 되면 시간적으로도 수시로 변화한다. 더군다나 사용하는 카메라의 내부적인 특성에 따라서도 색상 성분의 분포가 달라지기 때문에 컬러 필터링을 위한 임계값은 고정값을 사용하기 보다는 적응적으로 변화시킬 필요가 있다. 본 논문에서는 다양한 조도 환경과 다양한 카메라 종류에 따라서 영상 내 교통표지판의 빨간색 성분의 분포를 분석하고 이를 바탕으로 임계값을 가변적으로 설정하는 방법을 제안한다. 그리고 모의실험을 통해 제안 방법을 적용하면 고정된 임계값을 사용한 방법보다 조도변화에 강인하게 교통표지판 영역을 검출할 수 있음을 확인하였다.