• 제목/요약/키워드: High-speed rail

검색결과 817건 처리시간 0.028초

OFB 블록 암호화 알고리즘의 광학적 시스템 구현 (Optical System Implementation of OFB Block Encryption Algorithm)

  • 길상근
    • 전기전자학회논문지
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    • 제18권3호
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    • pp.328-334
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    • 2014
  • 본 논문은 OFB(Output Feedback Block) 블록 암호화 알고리즘에 대한 광학적 암호화 및 복호화 시스템을 제안한다. 제안한 방식은 암호화 과정에 필요한 XOR 논리 연산을 구현하기 위해 이중 인코딩 기법을 사용한다. 또한, 제안된 암호화 시스템은 광 병렬처리의 특성상 데이터가 2차원으로 배열되어 매우 큰 암호키를 구현할 수 있기 때문에 기존의 전자적 OFB 방식보다 한층 더 암호강도가 증강된 암호화 시스템을 제공한다. 마지막으로, 제안한 방식을 검증하기 위해 컴퓨터 시뮬레이션을 통하여 암호화 및 복호화 과정을 보여준다. 그 결과, 제안한 광학적 OFB 암호화 시스템은 광학적인 고속성과 병렬성의 이점까지 포함하기 때문에 더욱 효율적이고 강력한 광학적 블록 암호화 시스템이 가능하다.

발파진동 제어에 의한 특수구간 터널굴착에 관한 연구 (A Study on Tunnel Excavation by Controlled Blast Vibration at Particular Environment Conditions)

  • 최형빈;임한욱
    • 산업기술연구
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    • 제20권A호
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    • pp.257-267
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    • 2000
  • It was difficult to apply conventional excavation methods in some sections from Seoul to Pusan high speed rail road construction of 1 lot 2, due to highway concrete road, gas pipe, water pipe and nearby factories with automatic control system machine. To excavate safely and efficiently in these sections new blast patterns were employed within allowable blast vibration level, by test blast and controlled vibration by sequential blast. Behaviors of the rock mass including convergence and displacement around tunnel were measured with construction works and the crack width in concrete wall was also monitored for controlling allowable limits. The results can be summarized as follow : 1. The allowable blast vibration level in structure site is less 1.0cm/sec for highway concrete, 0.5 cm/sec for gas pipe, water pipe and building housing and 0.3 cm/sec for automatic control system machine. 2. The convergence displacement, single rod extensometer and multi rod extensometer around tunnel and cracks in concrete wall were measured, it was confirmed that the measured values were converged within allowable level. 3. The empirical formular of ground vibrations with 90% confidence lines for PD-3 was given as follow. $$V_{90%}=45.549({\frac{D}{\sqrt{W}}})^{-1.353}$$

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커먼레일식 디젤기관의 부분 예혼합 분사시기가 연소 및 배기특성에 미치는 영향 (The Effects of Partially Premixed Pilot Injection Timing on the Combustion and Emission Characteristics in a Common Rail Diesel Engine)

  • 윤삼기;최낙정
    • 동력기계공학회지
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    • 제17권6호
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    • pp.18-24
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    • 2013
  • An experimental study was performed to investigate the characteristics of combustion pressure and exhaust emissions when the pilot injection timing and EGR rate were changed in a CRDI 4-cylinder diesel engine. The pilot injection timing and EGR rate have a significant impact on the combustion and emission characteristics of diesel engine. In this study, the pilot injection timing and EGR rate variation were conducted to 2000rpm of engine speed with torque 50Nm. Combustion pressure and heat release rate were decreased under high EGR rate conditions but increased under the pilot injection timing $20^{\circ}$(BTDC). IMEP and the maximum pressure in cylinder(Pmax) were decreased under the same injection timing with the increase of EGR rate. The NOx emission was decreased with increasing the EGR rate. On the other hand, in the same injection timing conditions, CO, HC, $CO_2$ emissions were increased with increasing the EGR rate.

압전소자를 이용한 철도차량용 스마트 좌석 기술 적용성 검토 (Study on Smart Seat Technology for Railroad Vehicles Using Piezoelectric Sensors)

  • 강동훈;김헌영;김대현
    • 비파괴검사학회지
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    • 제34권5호
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    • pp.390-396
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    • 2014
  • 본 연구에서는 압전소자를 이용한 철도차량용 스마트 좌석 기술에 대한 적용성을 검토하였다. 이를 위해 스마트 좌석 기술에 대한 개념을 정립하였고, 실제 철도차량용 좌석을 단순화한 축소 모형을 제작하여 압전소자를 적용한 후 스마트 좌석의 기능에 대한 시뮬레이션 시험을 수행하였다. 시험을 통해, 본 연구에서 제안한 실시간 착석 확인 및 도착알림기능이 포함된 압전소자기반 스마트 좌석 시스템의 실현 가능성을 검증하였다. 본 연구 결과는 향후 실용화를 통해 검토 업무 효율화를 통한 고소철도 서비스의 질적 향상에 기여할 수 있을 것이다.

미끄럼형 기계적 모델에 의한 디딤동작의 시뮬레이션 (Foot Strike Simulation by a Slider Type Mechanical Model)

  • 박해수;손웅희;윤용산
    • 대한의용생체공학회:의공학회지
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    • 제10권3호
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    • pp.269-278
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    • 1989
  • The initial impact at foot strike is produced by a slider type mechanical model, which can be measured using a force platform to evaluate various shoes. The lower extremity and foot motion was filmed by a 16mm high speed movie camera and several points on the rear half of the shoe and those near the trochanter and the lateral epicondyle were digitized to provide the linear and angular positions and velocities during impact. With these observed kinematics, a slider type foot strike simulator composed of guide rail and sliding dummy is designed. The simulator system makes the artificial foot of the dummy with running shoe on it to follow the foot strike motion. The dummy has the relevant mass-spring-damper system modeled after McMahon's. The motion of the model is drived by the gravity force and the generated motion alone with the ground reaction forces are monitored by the same procedures afore mentioned producing the initial foot strike impact similar to the onto observed in human gait.

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시뮬레이션 기법을 활용한 열차 차량기지의 중정비 검수 용량 평가 (Evaluation of Train Overhaul Maintenance Capacity for Rolling Stock Depot Using Computer Simulation Method)

  • 장성용;전병학;이원영;유재균
    • 한국철도학회논문집
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    • 제10권2호
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    • pp.231-242
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    • 2007
  • As railroad industry faces the new Renaissance era, effective and efficient maintenance methods for rolling stock operation are required with advanced railroad technology. All kinds of railroad systems such as high-speed long-distance train, metropolitan mass transit and light rail require systematic maintenance technology in order to maintain the safe railroad operation. Simulation models for regular operations of the example maintenance center are developed. In this study, standard maintenance procedures, layout, equipments, and number of workers of Siheung Metropolitan Railroad Maintenance Rolling Stock Depot are considered. The proposed simulation models are developed using simulation package ARENA. After simulation, four types of observations are analyzed. First, the bottleneck operation is identified. Second, the relationship between maintenance center size, number of workers and cycle time is analyzed. Third, the scheduling performances between PERT/CPM and Critical Chain Project Management(CCPM) are compared. Lastly, the simulation results according to worker's working coverage shows expanding the worker's coverage decreases the cycle time and increases throughput per train. However, workers are to be fully trained to do multiple skill work.

미국의 PI제도 및 국내도입 방안 (Overview of PI Systems in the United States and its Application to Korea)

  • 김태완;윤성순;권영인
    • 대한교통학회지
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    • 제23권5호
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    • pp.57-64
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    • 2005
  • 최근 들어 경부고속철도 천성산 구간, 외곽순환도로 사패산터널 등 주요 국가건설사업이 주민 또는 환경단체의 반대로 지연되거나 표류하는 사례가 많이 발생하고 있다. 한국사회의 민주주의 발달, 주민의 참여의식 강화, 환경에 대한 관심 증대 등을 고려할 때 이러한 분쟁이 발생하는 것은 자연스러운 일일 수도 있으나 분쟁의 장기화에 따른 사회적 비용의 증대, 집단간의 갈등심화를 고려할 때 분쟁요인을 사전에 해결하고 국가건설사업을 원활하게 추진하려는 노력이 필요하다. 본 연구에서는 우리보다 한발 앞서 이러한 갈등을 경험하고 이를 해소하기 위하여 주민참여 제도를 활발히 운영하고 있는 미국의 PI제도의 기법들을 살펴보고 이와 비교하여 현재 우리나라의 주민참여제도의 미비점 및 개선방안을 제시하고자 한다.

셰일 및 운모편암의 사면안전성에 미치는 영향 (Effect of shale or mica schist on slope stability)

  • 이병주;신희순;선우춘
    • 한국지반공학회:학술대회논문집
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    • 한국지반공학회 2006년도 춘계 학술발표회 논문집
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    • pp.1-11
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    • 2006
  • To be design the slope, the area distributed the shale or mica schist which was metamorphosed by shale must carefully consider the stability. The shale has the detrital materials of which the grain size are 1/256mm and fissility. As the reason the slope of shale is always unstable by bedding slip and fissility but also the joint and fault. Mica schist is also another unstable rock for slope by schistosity, cleavage, axial plane of a fold etc. In general shale and mica schist contain the swelling clay minerals such as smectite, vermiculite and montmorillonite. These minerals make the slope unstable. At OO tunnel construction area for the rail way of the Kyungbu high speed train, the slope of mica schist is very unstable by the distribution phenomena of the discontinuous plane such as joints which are 1-5cm spacing and thrust and strike-slip fault. By the drilling core of this area, most RQD have 0-20%.

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Future Northeast Asia Transport and Communications System

  • Rimmer, Peter J.
    • 한국항만경제학회지
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    • 제17권2호
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    • pp.1-28
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    • 2001
  • Korea has been at the forefront of efforts to enhance international cooperation in transport and communications within Northeast Asia. This effort is driven not only by the benefits that could accrue to the Korean Peninsula but also to all nations in the region. Mutual cooperation within Northeast Asia would reduce transport and communications costs and provide the basis for a regional transport and logistics network. Before progress can be made towards an integrated transport and communications system in Northeast Asia, however, there is a need to evaluate its prospects, outline a visionary plan, and detail a preferred strategy. The strategy to develop the Korean Peninsula as the gateway for Northeast Asia should harmonize with the region's common transport (and communications) policy The strategy adopted by South Korea is focused primarily on the development of an improved logistics infrastructure that would be extended to North Korea upon reunification. The seaport and airport developments In Korea will have to be supported by improved access to planned high-speed railways, expressways and freight distribution centers that, in turn, are to be integrated with new telecommunications and computer technologies. The benefits from these improvements will be lost unless existing government monopolies controlling seaport, airport, rail, road and expressway developments are commercialized to ensure that the price of transport reflects its actual cost. Technical harmonization between different modes should be promoted to facilitate efficient intermodal transport between the Korean Peninsula and the rest of Northeast Asia.

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각관 추진 굴착시 궤도노반의 침하경향 실험분석 (Test and analysis of settlement pattern of trackbed during pipe roof excavation)

  • 정관동;엄기영;최찬용;조수익;황인환
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2010년도 춘계학술대회 논문집
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    • pp.895-902
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    • 2010
  • The method in a bid to make better use of limited urban space amidst increasingly expanding urban area have been attempted in various ways. Efficient using underground space is one of the examples. The pipe roof and excavation for underground crossing implemented in this study was the part of evaluation of such attempt. However, the pipe roof method for underground crossing may cause the ground surface to be uplifted or settled down, having effect on structure above the ground. Thus in this study, a laboratory model test designed to evaluate the effect on surface during implementing pipe roof and excavation was carried out. The ground displacement during pipe roof advancing and excavation is usually occurred in a radial shape but as the study focused on trackbed, the evaluation included ground settlement only. Thus, appropriately-scaled model was selected considering domestic geological characteristics and operation characteristics of traditional and high-speed rail trains and the qualitative evaluation of displacement was carried out with a certain ground loss depending on excavation after categorizing trackbed settlement pattern depending on depth of top soil.

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