• Proceedings of the KIEE Conference
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• 2005.07b
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• pp.1589-1591
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• 2005

현재 기존선에 설치되어 있는 ATS 지상신호시스템은 고속화에 어려움이 있으며 만약 열차운행속도 180km/h급 틸팅차량이 안전하게 운행하고자 한다면, 첨단기술을 이용한 차상신호시스템이 도입이 필요하다. 지상신호시스템의 고속화 적용에 가장 큰 장애 요인으로 작용하는 기관사 시인성 연구 결과에서도 열차 운행속도 160km/h 까지는 가능하나 그 이상의 속도에서는 기관사의 피로도 및 오동작 확률이 높아지므로 기존선 고속화를 위해 신호시스템을 차상신호 시스템으로 개량하는 것이 적합한 것으로 알려져 있다. 본 논문은 최고운행속도 180km/h급 틸팅차량 TTX(Tilting Train eXpress)에 적합한 차상신호장치의 기본설계방안을 제시한다.

• Journal of the Korean Society for Railway
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• v.16 no.1
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• pp.32-39
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• 2013

The next generation high-speed train(HEMU-430X) is Korea's first electric multiple unit type, high speed vehicle resulting from a national R&D project. Tests have been conducted on the Kyungbu High Speed Line running at speeds up to 354.64km/h, and analysis of the dynamic behavior of the train was carried out to evaluate its safety. In this study, a simplified method using an accelerometer(the method specified in UIC 518 OR) was chosen to analyze the safety of the train's dynamic behavior. The section chosen for analysis section was ${\pm}10{\sim}20km/h$ with respect to the maximum speed point. In addition, we analyzed the trend of this dynamic behavior with increasing speed by comparing the analyzed values with those of UIC 518 OR. The dynamic behavior results met the limit values of UIC 518 OR and the study indicates that this trend is predicted to continue at speeds above 354km/h.

• The Journal of The Korea Institute of Intelligent Transport Systems
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• v.21 no.1
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• pp.105-122
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• 2022

According to the statistics about the fatal crashes that have occurred on the expressways for the last 5 years, those who died on the shoulders of the road has been as 3 times high as the others who died on the expressways. It suggests that the crashes on the shoulders of the road should be fatal, and that it would be important to prevent the traffic crashes by cracking down on the vehicles intruding the shoulders of the road. Therefore, this study proposed a method to detect a vehicle that violates the shoulder lane by using the Faster R-CNN. The vehicle was detected based on the Faster R-CNN, and an additional reading module was configured to determine whether there was a shoulder violation. For experiments and evaluations, GTAV, a simulation game that can reproduce situations similar to the real world, was used. 1,800 images of training data and 800 evaluation data were processed and generated, and the performance according to the change of the threshold value was measured in ZFNet and VGG16. As a result, the detection rate of ZFNet was 99.2% based on Threshold 0.8 and VGG16 93.9% based on Threshold 0.7, and the average detection speed for each model was 0.0468 seconds for ZFNet and 0.16 seconds for VGG16, so the detection rate of ZFNet was about 7% higher. The speed was also confirmed to be about 3.4 times faster. These results show that even in a relatively uncomplicated network, it is possible to detect a vehicle that violates the shoulder lane at a high speed without pre-processing the input image. It suggests that this algorithm can be used to detect violations of designated lanes if sufficient training datasets based on actual video data are obtained.

• Journal of Korean Society of Transportation
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• v.35 no.4
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• pp.278-291
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• 2017

Effective installation and operations of traffic safety signs in the advance warning area is of considerable interest for safer traffic management at freeway work zones. This study evaluated the feasibility of traffic safety sign installation based on a driving simulation experiment to take drivers' responsive characteristics into consideration. Both the compliance rate for speed limit and a lane-changing safety index were used for evaluating a set of driving simulation scenarios. It was identified that providing speed limit signs to reduce speed in advance and afterward guiding lane-changing could lead to safer maneuvering of vehicles entering work zones. The outcomes of this study are expected to be useful for revising freeway work zone management policies toward crash prevention.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.29 no.2D
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• pp.227-234
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• 2009

At present, the length of deceleration lane at freeway diverging areas are designed based on the design speed of main lines and ramps. This is possible on assumption that diverging vehicles decelerate at deceleration section after moving to shoulder lane in advance. But with high diverging volume, several vehicles will try to change to exit lane at the same time. This will cause the distribution of main lane flows or some vehicles may encounter short deceleration length because they miss the proper time to change the lane. The purpose of this study is to establish a design guideline of the length of deceleration section considering the volume of diverging traffic. Also, the results of analysis by the FRESIM simulation model shows that some improvements in respect of delays, speeds and speed deviations of mainline and deceleration lane.

• Journal of Korean Society of Transportation
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• v.31 no.4
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• pp.58-66
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• 2013

Due to the characteristics of urban freeways such as heavy traffic and high speed, work zone on urban freeways causes the increase of not only the likelihood of crash occurrence but also traffic congestion caused by lane drop, lane change, acceleration/deceleration, and etc. This paper aims to determine the proper length of transition area that satisfies two criteria, mobility and safety, to make the operation of work zone more efficient. For the analysis, three different scenarios were developed by the number of lanes and the proper length of transition area were determined by changing the length from 100m to 500m in 100m increments. The results showed that the proper length of transition area for 3- and 4-lane freeways is 300m, whereas the proper length of 2-lane freeways is 200m. The results indicated that the different length of transition area based on the number of lanes is more desirable and efficient.

• 어항어장
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• s.26
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• pp.45-53
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• 1994

본 연구는 유한진폭파 이론(Stokes2, 3, 5차 이론, Streamfunction파 이론)과 미소진폭파 이론(선형파이론)의 각 이론해에 의한 자유수면 변동($\eta$), 물입자수평속도(u), 전파속도(C), 파장(L) 등의 비교 분석을 통하여 각 파랑이론의 적용범위를 검증하고자 했다.

• Proceedings of the Korean Fiber Society Conference
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• 1996.10a
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• pp.212-217
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• 1996

방사속도를 500~5,500 m/min까지 변화시켜 만든 Poly(Ethylene 2,6-Naphthalenedicarboxylate)(PEN) 섬유의 Morphology 및 결정화거동을 DSC, XRD 및 Synchrotron Radiation을 이용하여 조사하였다. 밀도 및 복굴절률을 측정하여 방사속도가 증가함에 따라서 as-spun fiber의 구조를 살펴보았다. 또 DSC의 1차 승온과정으로부터 미연신사의 승온결정화 개시온도를 관찰하였으며 ㅡㅇ온결정화과정으로부터 결정화속도를 측정하였다. XRD 및 광가속도기를 이용하여 방사속도에 따른 섬유의 미세구조를 관찰하였으며 온도가 올라감에 따라 결정형태 및 결정화거동이 어떻게 달라지는지 확인하였다.

• Proceedings of the Korean Information Science Society Conference
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• 2003.04d
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• pp.13-15
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• 2003

최근 차세대 이동 통신망의 기반이 구축되고 휴대용 컴퓨터 보급율이 증대되면서 무선 인터넷의 활용도도 증가되고 있다. 이에 위치의 제약에서 벗어나 좀더 다양한 공간 점보 서비스를 실시간으로 제공받고자 하는 사용자의 요구도 늘어나고 있다. 그러나 모바일 환경은 상대적으로 전송속도가 낮고, 모바일 기기의 전력이나 저장공간, 처리 속도, 출력 속도 등의 제약조건을 가지고 있다. 본 연구에서는 모바일 환경에서 국제 표준을 준수하고 효율적으로 공간 데이터를 구축, 활용할 수 있는 고성능 모바일 공간 데이터 서버를 개발하였다.

• Proceedings of the Korean Society for Agricultural Machinery Conference
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• 2002.02a
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• pp.230-235
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• 2002

엽채류 양액재배용 정식판으로 사용되는 발포스틸로폼을 작기가 끝난 후에 세척할 수 있는 브러시와 물분사방식의 평면 세척기를 제작하여 시험한 결과는 다음과 같다. 가. 정식판을 세척기내로 이송하는 속도에 따라 세칙정도를 측정한 결과, 이송단수 1단 0.15m/s에서 진행저하율이 낮았으며 2단이상에서 진행저하율이 35~40%로 매우 크게 나타났으며, 이대의 명도값은 각각 79~80으로 세척전보다 42~44정도 증가한 것으로 나타났다. 나. 횡브러시 회전속도별 정식판의 이송속도와 진행저하율은 1010rpm에서 17%로 매우 큰 것으로 나타났으나, 이때의 세척정도는 세척전후 명도차가 44.1로 매우 크게 나타났다. 다. 물공급량별 정식판의 이송속도와 진행저하율은 물공급량 80$\ell$/min일 때 11.6%로 가장 적었으며, 세척전후의 명도차도 44.4로 크게 나타났다. 라. 정식판의 세척전후 명도는 대체로 세척전 명도값이 34~40이던 것이 세척후 명도값이 59~81로 크게 개선된 것으로 나타났다. 마. 이상과 같은 결과로부터 정식판 이송속도 0.17m/s, 횡브러시 회전속도 1010rpm, 물분무량 80$\ell$/mim으로 성능 시험한 결과, 300평용을 세척하는데 2.8시간으로 인력보다 20배 능률적으로 나타나 세척기의 사용이 노동력 절감에 크게 기여하는 것으로 판단된다.