• 제목/요약/키워드: Side rail

검색결과 145건 처리시간 0.036초

다중 도메인 기능을 갖춘 웹기반 메일 시스템 개발 (Developing Web-based Mail System with Multi-domain Facility)

  • 임양원;임한규
    • 한국산업정보학회논문지
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    • 제7권1호
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    • pp.16-26
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    • 2002
  • 웹 기반 메일 시스템은 서버와 클라이언트로 구성되는데, 서버는 계정 발급, 서비스 등의 기능을 제공하며, 클라이언트는 사용자와의 인터페이스를 수행한다. 본 논문에서는 웹 기반의 다중 도메인 기능을 갖춘 메일 시스템을 설계하였으며, 인터넷 익스플로러(Internet Explorer) 기반의 사용자 환경과, Windows Server 2000 기반의 관리환경을 구현하였다. 메일 시스템의 서비스 엔진을 이용하여, 부재중 처리, 메일 자동 분류, 수신 확인 및 거부 등을 통한 효율적인 사용자 편리성을 제공하고, 메일의 폭주와 사용자의 급증으로 인한 시스템 저하현상을 극복하고, 시스템의 안정성을 제공하는 메일 시스템을 개발하였다.

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텅레일 밀착력 측정기 개발에 관한 연구 (Study on developing CSEM Sratch Tester of tongue rail)

  • 이남일;고양옥;정호형
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2010년도 춘계학술대회 논문집
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    • pp.1663-1668
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    • 2010
  • The terms of track is a train-only line for a train service, in premises of station of a station, that the unit over the track for turnout the track from one track to another track, which it changes the course from the main track that is used for operating a train to the side track, is called a turnout The stick strength of tongue rail is adjusting uniform pressure on the both sides, the adhesion strength between a basic rail and tongue rail has to maintain over 100kg of power value to open over 1mm the ends. This study suggested developing a measuring instrument that can measure a basic rail and the stick strength of a movable rail in according with a switch, such as a switch point, and a performance test. This study ties to be helped that it improves measuring usability for the maintainers through improving quality in a stick measuring instrument, that it solves a technique in the site difficulties through improving a measuring instrument, with reducing the obstacles and expenses.

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복합재료 경전철의 차체구조 해석 (A Structural Analysis on the Light Rail Vehicle Body with Composite Material)

  • 이영신;김재훈;이호철;길기남;박병준
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 1999년도 추계학술대회 논문집
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    • pp.437-446
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    • 1999
  • The structural behavior of the composite material light rail vehicle body are investigated. Composite material is very useful for light rail vehicle structure due to its high specific strength and lightweight characteristics. The main carbody is made of aluminum alloy. The side wall and roof with composite panels can reduce total vehicle weight about 2000kg. In addition, with the lower density of the foam, enhances lightness in the panel and to save the operation expenses. The finite element analysis code, ANSYS is used to evaluate the stability of the body structure under the various load conditions.

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임피던스 측정을 통한 레일절손 검지에 관한 연구 (Study on Detection of Broken Rail Using Impedance Measurement)

  • 김재희;안치형
    • 한국철도학회논문집
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    • 제20권2호
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    • pp.190-195
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    • 2017
  • 본 논문에서는 임피던스 측정을 통한 레일절손을 검지하는 방법에 대해서 제시하도록 한다. 일반적으로 레일절손은 궤도회로를 통해 실시간으로 판단을 하나 궤도회로를 사용하지 않고 레일의 임피던스를 측정함으로 인해서 절손유무와 절손위치를 추정하였다. 레일의 한쪽에 병렬공진을 발생시켜 전기적으로 절연을 함으로써 다른쪽 레일의 임피던스가 측정되도록하였다. 측정된 임피던스가 인덕턴스 성분을 가지면 레일의 절손이 존재하지 않으며, 캐패시턴스 성분을 가지면 레일의 절손이 발생하게된다. 전송선로모델을 이용하여 제시한 구조를 모델링하였으며, 모델링을 통해 임피던스 값에 따라 절손위치가 추정가능함을 보였다. 실제 60m 레일 모형에 대해서 제안한 방법으로 임피던스를 측정하였으며, 임피던스 값에 따라 절손유무가 판단이 되는 것을 확인하였다.

좌우유동 방지를 위한 대용량 단일 슬라이드 레일 시스템 개발 (Development of Single Slide-Rail System for Reduction of Unbalanced Sliding Motion)

  • 김민훈;박기홍;정원철;예성봉;박상후
    • 한국정밀공학회지
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    • 제28권4호
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    • pp.490-495
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    • 2011
  • A slide-rail system is widely used in home appliances, furniture, mechanical rigs, and so many other applications; due to its high strength and performance for easy moving heavy objectives. In general, a pair of side slide-rails is set on both sides of a drawer to support and move it. So an unbalanced sliding motion can occur during opening and closing a drawer with pull and push force. To settle this problem, single central slide-rail having three collapsible rail-bodies was firstly proposed in this work. 'H'-beam shaped rail-body was newly designed to have enough bending and twisting strength. The experimental test showed that the proposed rail could be applied to large-size home appliances for easy moving drawer with heavy weight.

부채널 분석에 안전한 밸런스 인코딩 기법에 관한 연구 (Study for Balanced Encoding Method against Side Channel Analysis)

  • 윤진영;김한빛;김희석;홍석희
    • 정보보호학회논문지
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    • 제26권6호
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    • pp.1443-1454
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    • 2016
  • 하드웨어 기반의 Dual-rail Logic 스타일을 소프트웨어로 구현한 밸런스 인코딩 기법은 추가적인 저장 공간이 필요 없는 효과적인 부채널 분석 대응방법이다. 밸런스 인코딩 기법을 이용하여 암호 알고리즘을 구현하면 암호 알고리즘이 연산되는 동안 입력 값에 상관없이 비밀 정보를 포함하고 있는 중간 값은 항상 일정한 해밍 웨이트 및 해밍 디스턴스를 유지하게 되어 부채널 분석을 어렵게 만드는 효과가 있다. 그러나 기존 연구에서는 밸런스 인코딩 기법을 적용한 Constant XOR 연산만 제안되어 있어 PRINCE와 같이 XOR 연산만으로 구성이 가능한 암호 알고리즘에만 적용이 가능하다는 제한사항이 있다. 따라서 본 논문에서는 ARX 구조 기반의 다양한 대칭키 암호 알고리즘에도 적용이 가능하고, 효율적인 메모리 관리를 위해 Look-up table을 사용하지 않는 새로운 Constant AND, Constant Shift 연산 알고리즘을 최초로 제안하였으며, 상호 정보량 분석을 통해 안전성을 확인하였다.

도시철도 운행패턴 변화에 관한 연구 (A Study on the Change of Urban Rail Operating Patterns)

  • 방연근
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2003년도 춘계학술대회 논문집
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    • pp.251-256
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    • 2003
  • This study focuses on the development of the conceptual criteria which could be applied to the speed-up strategy of urban rail operation. Down town segment or not, and peak hour or not are the criteria. The author suggests that in the case of down town segment and peak hour urban rail should take the all-stop pattern, if down town segment and off peak hour, then skip-stop pattern, if not-down town segment and peak hour, the A, B skip-stop, and if not-down town segment and off peak hour, the A, B, C skip-stop. If side lines, three rail, or 2 double lines, then express train operation is recommended in the peak hour. Then this study recommends speed-up strategies of each 8 urban lines.

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도시형 자기부상열차 분기기 구간의 제3궤조 전차선 시스템 개발 (The Development of Third-Rail System Applied to Turn-out Section for Urban Maglev)

  • 민병찬;허영태;홍두영;이원주;조수연;정남철
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2011년도 정기총회 및 추계학술대회 논문집
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    • pp.3046-3051
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    • 2011
  • The third-rail system is an important device supplying power directly to the Maglev train through physical contact with the collecting shoe. It is directly related to safety and reliability for the running of Maglev. However, most the third-rail system used in Korea depend on foreign product or technologies, Korea Urban Maglev in the development of appropriate power feeding is urgent. In particular, the turnout section is the weakness point in the system because bending force by turnout section movement and fatigue caused by repetitive motion as well as the expansion by temperature, the forces by Maglev collecting shoe is added th the third-rail. Therefore, this paper proposes the third-rail system appropriate for Korean Urban Maglev of turnout section. To verify the structural stability of POSCO ICT third-rail system, the finite element analysis and physical testing was performed. The third-rail is fixed on each side of the turn-out section steel structure by epoxy insulation supporter and the integral behaviors are occurred. Therefore, the maximum horizontal displacements of each support are investigated and then, it is applied to finite element model of the third-rail to investigate the moments and stress. Also, the bending test about one million times and Expansion Joint for the third-rail was performed. The third-rail system safety and reliability was identified by test line on Korea Institute of Machinery & Materials in Deajeon for under the actual usage environment such as the Maglev and turn-out operation.

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복심곡선 레일이상마모 발생 저감 사례 (The Reduction Case of Occurrence of Abnormal Wearing of Rail in Compound Curve Part)

  • 김완술
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2007년도 춘계학술대회 논문집
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    • pp.1097-1106
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    • 2007
  • Rail provides running tract for train and broadly and widely conveys the weight of the train exerted from the train wheels that the rail directly supports onto the cross tie and roadbed, and supports the cross-sectional pressure exerted by centrifugal force at curvatures. That is, stationary rail provides surface on which dynamic train runs and guarantees cross-sectional resistance to enable the vertical snake motion of the train wheels as well as to maintain lateral force at curvatures. Rail provides running surface on which train wheels can run smoothly, and secures vertical and lateral force. However, it undergoes continuous destructive reactions (wearing and damages) and abrasion of the cladding by the train wheels. It is obvious that wearing will result when two metal parts act against each other. However, occurrence of abnormal wearing such as rapid wearing of the rail side due to complex generation of various mechanisms at the contact surface between the rail and train wheel flange. It is not easy to simply examine the causes of occurrence of abnormal wearing of rail and train wheel flange. Although countless number of academicians and specialists are conducting researches on abnormal wearing of rail and vertical wearing of train wheels, I believe it is too early to argue on pros and cons due to insufficiency of officially verified information on the issue. This review will be focusing on the examples of repairs that reduced the generation of abnormal wearing of rail by reviewing and improving characteristics of wearing and slack, speed of the train and cant as well as status of lubricator by choosing the compound curves present in the section between the $Anguk{\sim}Jongno3-ga$ Stations of the Route No. 3 among the compound curve tracks of the Seoul Metro Routes No. 3 & 4 at which abnormal wearing is generated continuously.

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파괴역학을 이용한 차륜과 레일의 마모에 관한 연구 (A Study on the Wear of Rail by Fracture Mechanics)

  • 구병춘
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 1998년도 창립기념 춘계학술대회 논문집
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    • pp.315-322
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    • 1998
  • A two dimensional elasto-plastic finite element program taking into account contact between crack surfaces if developed in order to analyze subsurface cracking in rolling contact. But the friction between upper and lower surface of the crack is not considered. Under the assumptions of small deformation and small displacement, the incremental theory of plasticity is used to describe plastic deformation. J-integral is computed as the applied Hertzian load slides over the surface with friction. J-integral is correlated with wear rate of the rail. The propagation rate of the right tip of the surface crack is fast by 45% than that of the left side.

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