• 제목/요약/키워드: Track performance

검색결과 1,339건 처리시간 0.032초

축소 곡선 트랙상에서의 축소 대차 곡선주행특성 연구 (A Study on the Curving Performance of a Scaled Bogie on a Scaled Curve Track)

  • 허현무;박준혁;유원희;박태원
    • 한국철도학회논문집
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    • 제10권5호
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    • pp.613-618
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    • 2007
  • 철도차량의 곡선주행성능은 유지보수관점에서 매우 중요하다. 곡선주행성능과 관련된 대차의 조향성능은 실차를 이용한 실선로 주행시험이 적전하나 차량 개발단계에서는 이를 검증하기가 용이하지 않다. 따라서 차량의 조향 특성을 효율적으로 시험하기 위한 축소 곡선트랙에 대한 연구를 수행하였다. 대차의 곡선 주행을 모사하기 위한 곡률반경 $200{\sim}250m$의 급곡선과 등가인 1/5 scale 규모의 축소 곡선트랙을 설계, 제작하였다. 1/5 scale 대차를 이용한 주행시험 시험결과 곡선 주행특성이 비교적 잘 반영되고 있음을 확인하였다.

TPS를 이용한 한국형 고무차륜경량전철(K-AGT)의 성능특성 분석 (Train Performance Characteristics of Korean Rubber-Tired AGT System by TPS)

  • 이동형;구동회
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2005년도 추계학술대회 논문집
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    • pp.799-804
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    • 2005
  • In this work, the characteristics of train performance of Korean rubber-tired AGT system(K-AGT) are evaluated by using TPS(Train Performance Simulation) and these results are compared to those of other LRT(Light Rail Transit) systems. The performance characteristics of K-AGT was analyzed by comparing the scheduled speed and the energy consumption in case of station interval change and rail track condition change in, the scheduled construction line. In the scheduled construction line, scheduled speed of K-AGT was no difference with other systems and energy consumption was less than other LRT's. In case station intervals are increased, scheduled speed of K-AGT shows similar increasing rate and in curved and graded track conditions K-AGT has no difference in scheduled speed with other systems. As a simulation result by track condition change, when the track which is smaller than curved line of 250m dominates more than $50\%$ in whole track, K-AGT is similar to other systems to the point of scheduled speed and there is advantage in energy consumption.

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트랙관리 기법을 적용한 PSNF-m 표적추적 필터의 성능 분석 연구 (Research on PSNF-m algorithm applying track management technique)

  • 유인제
    • 한국산학기술학회논문지
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    • 제18권6호
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    • pp.681-691
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    • 2017
  • 클러터 환경에서는 레이다 시스템을 통해 얻어지는 많은 측정치 정보 중 표적 신호를 찾아내어 표적추적 필터를 쇄신해야 트랙이 발산하지 않고 추정성능이 유지된다. 다수의 측정치 중 표적의 트랙과 가장 연관성이 높은 측정치를 대응시키는 방법을 자료결합(Data Association)이라 한다. 자료결합 방법 중 신호세기기반 표적 추적방법에는 PSNF, PSNF-m이 있다. 본 논문에서는 PSNF-m 알고리듬에 표적의 존재 유/무에 대한 트랙존재확률 기반의 Track Management 기법을 적용한 IPSNF-m(Integrated Probabilistic Strongest Neighbor Filter-m) 알고리듬을 제안한다. 이 알고리듬은 표적 존재의 유/무 뿐만아니라 표적이 존재하지만 탐지가 되지 않을 사건 등을 고려하여 각각의 사건에 대한 확률을 구함으로써 트랙에 대하여 효율적인 관리를 가능하게 해준다. 제안하는 IPSNF-m의 성능 확인을 위해 PSNF-m과 유사한 성능을 지니는 것으로 알려진 PSNF에 Track Management 기법을 적용한 IPSNF 알고리듬의 트랙존재확률을 유도하였다. 그리고 동일한 환경에서의 시뮬레이션을 통해 제안하는 알고리듬이 기존의 PSNF-m과 IPSNF 알고리듬보다 트랙 유지 및 추정 측면에서 우수한 성능을 나타내는 것을 RMSE, Confiremd True Track, 트랙존재확률을 통해 비교 및 분석하였다.

고속철도 궤도의 곡선부 주행안전성 평가 (Study for Safety on the Curve in the High-speed Railway Track)

  • 서사범;이동호;구봉근
    • 한국철도학회논문집
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    • 제8권4호
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    • pp.354-360
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    • 2005
  • The railway track and the substructures constructed in the field test section of Kyongbu High Speed Line are the structures for HSL, for the first time designed and constructed by domestic technical group. It is very important to verify the local design criteria and specifications for these structures and also to assure the recordings for vibration or deflection produced on the essential parts of the structures. The study to verify the high-speed railway track performance and to ensure the run in safety on the track in curved section during the KTX run. Finally, the conclusion are drawn as follows. The measuring values of the deflection effort of the rail and displacement for verifying the track performance in the field test section of Kyoungbu HSL satisfy the criteria of the foreign countries (Japan and Germany). The measured value for the wheel load and the presumed value show the consistent tendency. The wheel loads of the exterior and interior of the rails at the speed superior to 300km/h are measured same. Finally, the comparison between the theoretical value presented during the verification of the derailment to evaluate the safety of the train run at the time of the detailed design of the track and the measured value in the field shows that the correct design of track structure was applied.

이득의 자유도와 주파수 적응성을 가진 외란 관측기를 사용한 새로운 트랙 추종 제어 기법 (A New Track-following Control Method Using Disturbance Observer with the Freedom of Gain and Frequency Adaptation)

  • 정우민;김은태
    • 대한전기학회:학술대회논문집
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    • 대한전기학회 2006년 학술대회 논문집 정보 및 제어부문
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    • pp.360-362
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    • 2006
  • This paper proposes a new track-following control method using disturbance observer with the freedom of gain and frequency adaptation in optical disk drive system. Recent ODDs use smaller track pits, higher rotation speed and broader rotational speed variations to increase the data capacity and data transfer rate. This cause the degradation of track-following performance by increasing the disturbance of the rotary system. In this paper, we discussed on a DOB structure that efficiently attenuate the disturbance without effecting the overall feedback loop characteristics on CLV type ODD which uses a higher and broader range of rotational speed. DOB structure uses two band pass filter. We analyzed the track-following performance sensitivity on rotational frequency variance and gain changes. This analysis is done on a computer simulation environment and actual ODD product.

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콘크리트 궤도의 최적 탄성에 관한 연구 (A Study on the Optimum Stiffness of Concrete Slab Track)

  • 공선용;김상진
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2007년도 춘계학술대회 논문집
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    • pp.1085-1090
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    • 2007
  • In recent railway construction, the concrete slab track is getting highlighted as main stream in track type. However, it is the fact that there are different opinions in selection of the optimized spring coefficient of elastic pad. In this study, the performance of vibration reduction in different stiffness of rail pad for ballasted track was compared, and the changes in characteristics, such as static/dynamic deflection of components, vibration acceleration, insertion loss etc., were analysed by using ISI Program for various types of rail fastening system used in concrete slab track. It was concluded that the fastening system with softer pads has shown the better performance of vibration reduction in concrete slab track and the optimized static stiffness has been calculated to 21.1kN/mm for conventional railways, 17.6kN/mm for high-speed railways and 17.8kN/mm for subways.

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도상흡음재의 재료성능 시험결과에 관한 고찰 (A Study on material performance tests of track noise absorber)

  • 김진호;이광도;김인수
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2008년도 춘계학술대회 논문집
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    • pp.1821-1826
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    • 2008
  • The construction of concrete slab track system is increased recently because the system has advantages which are maintenance free and so on. However, the noise level on slab track is 3 db(A) higher than the one on ballast track since most of noise is reflected on slab track. Currently, concrete slab track systems has been designed for Gyungbu high speed line stage 2 and Honam high speed line. For those tracks, noise absorbing blocks are considered. Therefore, test methods and proper criteria for structural performance and reduction efficiency of noise absorbing blocks are required. In this study, tests were performed according to established test methods and criteria in previous study and the results have done comparative analysis.

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광디스크 드라이버의 풀인(pull-in) 성능향상을 위한 이득 스케줄링 제어기의 설계 (Design of a Gain Scheduling Controller to Improve Pull-in Performance in Optical Disc Drive)

  • 김은희;오준호
    • 제어로봇시스템학회논문지
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    • 제14권5호
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    • pp.462-466
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    • 2008
  • This paper proposes a stable gain scheduling method of linear time invariant controllers for tracking servo system. In order to read and write the data on the optical disc, the pick-up head should be moved to the exact track quickly and follow the track immediately. Two different controllers are used for each moving and track-following. In pull-in period, a transition period from moving to track-following, the head might slip and miss the target track. This brings on another searching process and increases the total time. One way to avoid slipping is to extend the bandwidth of the track-following controller. But, extending the bandwidth could degrade the following performance. More prevalent way is to use one more controller in this pull-in period and switch to the following controller. In general, however, switching or scheduling of stable controllers cannot guarantee the stability. This paper suggests an scheduling method guaranteeing the overall stability not only in a generalized form but also in special form for SISO system. The sufficient condition is derived from the fact that Q factor of a stable controller should be stay in $RH_{\infty}$ space. In the experiment, the proposed method shows better performance than the switching method such as shorter time and lower current consumption.

휠-트랙 하이브리드 모바일 플랫폼을 위한 지형 적응성 장애물 극복 자세 제어기 개발 (Development of Terrain-Adaptive Attitude Controller for Hybrid Mobile Platform with Wheel & Track)

  • 곽정환;김윤구;홍대한;안진웅
    • 대한임베디드공학회논문지
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    • 제7권2호
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    • pp.61-70
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    • 2012
  • This paper describes terrain-adaptive attitude controller for a hybrid mobile platform which operates in wheel & track mode. The wheel mode of the hybrid mobile platform allows quick driving performance in the flatland, while the track mode provides adaptive movement in the rough ground or stairway. The switching of the platform between two modes is automatically controlled by attitude controller algorithm. In addition, in the track mode, the platform automatically adjusts its attitude angle to overcome the obstacles in front. This paper demonstrates the attitude controller for the aforementioned wheel-track hybrid mobile platform in order to overcome terrain obstacles by using an adaptive method. The driving performance of the hybrid mobile platform has been tested and verified in various surrounding environments in both wheel and track mode. Further, this paper presents the experiments by using the track structure of mobile platform on forming adaptive attitude under various types of obstacles. The practicability and effectiveness of the proposed attitude controller of the platform has been demonstrated in urban building and a test-bed.

궤도(軌道)의 장력(張力)이 콤바인의 주행(走行) 성능(性能)에 미치는 영향(影響) (The Effect of Track Tension on the Tractive Performance of Combine)

  • 박길배;김경욱
    • Journal of Biosystems Engineering
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    • 제17권3호
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    • pp.237-246
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    • 1992
  • This study was conducted to investigate experimentally the effect of track tension on the tractive performance of rice combine. The experiment was carried out at the two in-door soil bins with soil types of loam and sandy loam. The initial track tension was varied by three different values of 0.71, 1.75 and 3.84kN at three different forward velocity settings of 0.17, 0.32 and 0.45m/s, respectively. The data acquisition system was designed and used for the measurement of pull, driving axle torque and its velocity under the test conditions to calculate the tractive efficiency. Results of the study were summarized as follows : 1) The effect of the initial track tension on the tractive efficiency was found being significantly dependent on soil types but not on forward velocities. Therefore, the benifit of adjusting the initial track tension may be obtained when the types of soils on which combines operate are changed. 2) In loam, tractive efficiency decreased with increase in track tension. However, it increased in sandy loam until it reached to a peak value and then decreased with increase in track tension. 3) The maximum tractive efficiency of the tested combine was obtained with an initial track tension of about 1.75kN on sandy loam, and below that on loam at about 5% slippage without being noticeably influenced by the forward velocity.

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