• 대한전기학회:학술대회논문집
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• 대한전기학회 2001년도 추계학술대회 논문집 전기기기 및 에너지변환시스템부문
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• pp.321-324
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• 2001

The accidents in a railway level crossing where passengers or vehicles pass on the track went through by the train with a inherent high rate on incidents lead to a vast economic damage on people and material resources. So, many protection equipments are placed on the railway crossing to prevent those kind of accidents. But there is a limit to control driver's rough activity, passenger's careless or an intentional accident. This study is trying to ensure the safety in railway crossing by providing the information on train's speed and expected passing time on the railroad to a road traffic control system or car driver. Additionally, this system has been studying the railway level crossing system concerning ITS to support harmonious traffic flow.

• Communications for Statistical Applications and Methods
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• 제6권3호
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• pp.947-956
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• 1999

We define a crossing point $x_0$ such that f(x)$\geq$g(x) for x$\leq$$x_0$ and f(x)$\leq$g(x) for x>$x_0$ where f and g are probability density functions. We may encounter suchy situation when we compare two histograms from two independent observations. For example two contingency tables where initially admitted students and actually enrolled students are classified according to their high school ranking may show such situation, In this paper we consider maximum likelihood estimation of cell probabilities when a crossing point exists, We first assume a known crossing point and find an estimator. The estimation procedure for the case of unknown crossing point is just a straightforward extension. A real data is analyzed for an illustrative purpose.

• 대한전기학회:학술대회논문집
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• 대한전기학회 2009년도 제40회 하계학술대회
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• pp.1183_1184
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• 2009

The synchronized visual message system device of level crossing provides warning system with the use of developed corresponding technology when the train is approaching forward to limited distance in level crossing. To ensure of safety driving for coming transit from road, it detect the location and velocity of train and transport the information to wayside warning device to prevent the collision with train. This paper is about the detailed design of synchronize VMS for passing transit at the level crossing and develop the physical contents of level crossing VMS with expression words, operational device, massage transportation algorism which are based on the proto type study of communication method and information contents for level crossing VMS.

• 한국통신학회논문지
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• 제38C권5호
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• pp.471-478
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• 2013

본 논문은 국내 철도 건널목의 현황 조사와 현재 운영되고 있는 안전설비의 문제점 분석을 통해 이를 해결할 수 있는 대안으로 레이저레이더기반의 지장물 검지장치를 설계 및 구현하였다. 철도 안전사고의 큰 비중을 차지하는 철도 건널목에서의 효과적인 지장물 검지를 통해 철도교통의 안전성 및 신뢰성 향상을 목표로 하며, 기존 안전 설비의 한계와 노후화로 인한 문제점을 극복하는 시스템을 제안한다. 레이저레이더 스캐너를 활용한 철도 건널목 지장물 검지장치를 설계하였고 시제품 시험 및 성능평가를 통해 이를 입증하였다.

• The Journal of Korean Physical Therapy
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• 제23권2호
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• pp.1-5
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• 2011

Purpose: This study examined the difference in the center of pressure (COP) displacement time in older adults according to the obstacle height during stance at each sub.phase when crossing obstacles. Methods: Fifteen older adults were enrolled in this study (${\geq}65$ years of age). The F-scan was used to measure the COP displacement time when crossing a 0, 10 and 40cm obstacle, and the stance phase was divided into 4 sub-phases according to the foot contact pattern. Results: During the stance phase, the COP displacement time increased with increasing obstacle height. During the mid-stance, terminal stance and pre-swing except for the loading response, there were significant differences in the COP displacement time according to the obstacle height. Conclusion: This study suggests that older adults show differences in the COP displacement time according to the stance sub-phase while crossing obstacles, and they use different mechanisms according the sub-phases to maintain balance during obstacle crossing.

• 한국도로학회논문집
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• 제16권1호
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• pp.91-98
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• 2014

PURPOSES : Recently, there are increasing bicycle accidents along with increasing bicycles users. Bicycle accidents occurred frequently by perpendicular collision form at intersection inner. In order to improve safety of bicycle, drivers need to be aware of bicycles on the road and intersection geometric designs need to be designed to reduce risk associated with collisions between bicycles and car. This study aims to review the location of bicycle crossing in the viewpoint of bicycle safety. METHODS : Four types of bicycle crossing by curve radius and driver's check around the behavior are set to simulate the risk of collisions between bicycles and car turning right. Simulation using fortran programming are conducted on total 60 cases. RESULTS : Bicycle crossing located behind of crosswalk is lower the risk of collisions with car in all cases. In addition to the larger curve radius of pavement edge at intersection and the more pay attention to the rear by the turn head to the right is too low the risk of collisions with car. CONCLUSIONS : It is show that the location of bicycle crossing is safer behind than in front of crosswalk in the viewpoint of bicycle safety.

• Geomechanics and Engineering
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• 제7권2호
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• pp.201-212
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• 2014

Due to the sea-crossing bridge span is generally large and main pier pile foundations are located in deep water and carry large vertical load, sea-crossing bridge main pier pile foundations bearing mechanism and load deformation characteristics are still vague. Authors studied the vertical bearing properties of sea-crossing bridge main pier pile foundations through pilot load tests. Large tonnage load test of Qingdao Bay Bridge main pier pile program is designed by using per-stressed technique to optimize the design of anchor pile reaction beam system. Test results show that the design is feasible and effective. This method can directly test bearing capacity of main pier pile foundations, and analysis bearing behaviors from test results of sensors which embedded in the pile. Through test study the vertical bearing properties of main pier pile foundation and compared with the generally short pile, author summarized the main pier pile foundations vertical bearing capacity and the main problem of design and construction which need to pay attention, and provide a reliable basis and experience for sea-crossing bridge main pier pile foundations design and construction.

• Journal of Power Electronics
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• 제19권1호
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• pp.278-287
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• 2019

In this study, a zero-crossing spike current issue in a totem-pole bridgeless power factor correction (PFC) converter is comprehensively investigated for the first time. Spike current occurs when input voltage crosses zero, becomes a noise source, and causes severe common mode emission issues. A generation mechanism for electromagnetic interference (EMI) is presented to investigate the EMI problem caused by zero-crossing issue, and a noise spectrum due to this issue is predicted by a theoretical analysis based on the Fourier coefficient of an approximate spike current waveform. Furthermore, a noise reduction method is proposed and then improved to reduce the spike current. Experimental measurements are implemented on a GaN-based totem-pole bridgeless PFC converter, and the spike current can be effectively suppressed through the proposed method. Furthermore, the noise spectrums measured without and with the reduced zero-crossing spike current are compared. Experimental results validate the analysis of the noise spectrum caused by the zero-crossing spike current issue.

• 한국도로학회논문집
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• 제9권3호
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• pp.83-89
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• 2007

보다 안전하고 효율적인 교차로 신호운영을 위해서는 보행자의 횡단시간뿐만 아니라 자전거 이용자 특성에 따른 횡단시간을 고려한 신호운영이 필요하며. 특히 보행자와 물리적으로 분리 운영되는 교차로의 경우에는 자전거 횡단시간을 고려한 최소녹색시간 및 소거손실시간 계획이 이루어져야 할 것이다. 본 연구에서는 보행자와 마찬가지로 자전거 이용자가 교차로를 안전하게 횡단할 수 있는 시간(최소녹색시간. 소거손실시간 등)을 자전거 이용수요가 많은 현장에서 자전거 이용자의 횡단특성에 따라 조사 분석하였으며, 횡단유형은 크게 3가지로 정지한 상태에서 출발하는 형태(Stopping), 주행중인 속도로 횡단하는 형태(Riding), 자전거를 끌고 가는 형태(Pulling) 등으로 구분하였다. 조사 분석결과, 최소 녹색시간 산정시 고려 될 수 있는 횡단유형별 속도는 Stopping의 경우 1.36($15^{th}$ percentile), 1.60m/sec($25^{th}$ percentile), Pulling의 경우에는 0.75($15^{th}$ percentile), 0.87m/sec($25^{th}$ percentile) 라 할 수 있겠으며, 소거손실시간의 경우에는 자전거 이용자 형태 중 Riding의 경우로 2.51($15^{th}$ percentile), 2.79m/sec($25^{th}$ percentile)를 적용할 수 있을 것으로 판단된다.

• 한국체육학회지인문사회과학편
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• 제54권5호
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• pp.829-840
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• 2015

본 연구는 정상시를 가진 정상인을 대상으로 입체시 부족을 유발하여 장애물 보행 시 발생될 것으로 생각되는 하지관절의 운동 변화에 대한 운동학적 분석과 지면반력의 변화를 고찰하는 것이다. 본 연구의 대상자는 입체시 테스트를 거쳐 통과한 18명이 연구에 참여하였다(age: 22.1±2.7 years, height: 176.8±4.4 cm, weight: 67.6±5.8 kg). 3차원 동작분석 시스템과 지면반력기를 이용하여 분석한 결과는 다음과 같다. 보행속도는 장애물 보행 시 느리게 나타났다. 고관절 각변위는 대부분 보행구간에서 장애물 보행 시 굴곡이 크게 나타났다. 무릎관절 각변위는 모든 보행구간에서 장애물 보행 시 굴곡이 크게 일어났고, TO와 FC2에서 입체시 감소의 영향으로 굴곡이 크게 나타났다. 발목관절 각 변위는 FC2에서 장애물 보행 시 굴곡이 크게 나타났다. 몸통기울기는 MSt, TO, MSw에서 장애물 보행 시 신전이 크게 나타났다. 지면반력은 Fx 값(내외측힘)에서 차이가 나타나지 않았지만, Fy 값(전후힘)에서 좌우발 모두 장애물 보행 시 전방 최대힘(추진력)이 크게 나타났고, 후방 최대힘(제동력)은 오른발은 입체시부족 보행 시 크게 나타났으며, 왼발은 장애물 보행 시 크게 나타났다. Fz 값(수직힘)은 최대힘-1과 최대힘-2에서 좌우발 모두 장애물 보행 시 최대 힘이 크게 나타났고, 계곡힘에서 오른발은 입체시부족 보행이 정상시 보행보다 작은힘이 나타났다.