• 제목/요약/키워드: Track center

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CenterTrack-EKF: 확장된 칼만 필터를 이용한 개선된 다중 객체 추적 (CenterTrack-EKF: Improved Multi Object Tracking with Extended Kalman Filter)

  • 양현성;심춘보;정세훈
    • 스마트미디어저널
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    • 제13권5호
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    • pp.9-18
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    • 2024
  • 객체 궤적 모델링은 다중 객체 추적(Multi Object Tracking, MOT)의 주요 과제다. CenterTrack은 객체 중심 위치를 추적하는 Heatmap 기반의 방법으로 이를 해결하고자 했다. 하지만 복잡한 움직임과 비선형성을 가진 객체를 추적할 때 제한적인 성능을 보였다. 우리는 CenterTrack의 성능 저하 요인을 보행자의 동적 움직임으로 간주하여 확장된 칼만 필터(Extended Kalman Filter, EKF)를 CenterTrack에 통합했다. 우리가 제안하는 방법의 우수성을 입증하기 위해 기존 칼만 필터(Kalman Filter, KF)와 무향 칼만 필터(Unscented Kalman Filter, UKF)를 CenterTrack에 적용 후 다양한 데이터셋에 비교 평가했다. 실험결과, EKF를 CenterTrack에 통합했을 때 73.7% MOTA(Multiple Object Tracking Accuracy)를 달성하며 CenterTrack에 가장 적합한 필터임을 확인했다.

이동속도와 방향을 고려한 수치모델의 태풍진로 예측성 평가 (Evaluation of the Numerical Models' Typhoon Track Predictability Based on the Moving Speed and Direction)

  • 신현진;이우정;강기룡;변건영;윤원태
    • 대기
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    • 제24권4호
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    • pp.503-514
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    • 2014
  • Evaluation of predictability of numerical models for tropical cyclone track was performed using along-and cross-track component. The along-and cross-track bias were useful indicators that show the numerical models predictability associated with cause of errors. Since forecast errors, standard deviation and consistency index of along-track component were greater than those of cross-track component, there was some rooms for improvement in alongtrack component. There was an overall slow bias. The most accurate model was JGSM for 24-hour forecast and ECMWF for 48~96-hour forecast in direct position error, along-track error and cross-track error. ECMWF and GFS had a high variability for 24-hour forecast. The results of predictability by track type showed that most significant errors of tropical cyclone track forecast were caused by the failure to estimate the recurvature phenomenon.

Study on vibration energy characteristics of vehicle-track-viaduct coupling system considering partial contact loss beneath track slab

  • Liu, Linya;Zuo, Zhiyuan;Zhou, Qinyue;Qin, Jialiang;Liu, Quanmin
    • Structural Engineering and Mechanics
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    • 제75권4호
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    • pp.497-506
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    • 2020
  • CA mortar layer disengagement will give rise to the overall structural changes of the track and variation in the vibration form of the ballastless track. By establishing a vehicle-track-viaduct coupling analysis and calculation model, it is possible to analyze the CRTS-I type track structure vibration response while the track slab is disengaging with the power flow evaluation method, to compare the two disengaging types, namely partial contact loss at one edge beneath track slab and partial contact loss at midpoint beneath track slab. It can also study how the length of disengaging influences the track structures vibration power. It is showed that when the partial contact loss beneath track slab, and the relative vibration energy level between the rail and the track slab increases significantly within [10, 200]Hz with the same disengaging length, the partial contact loss at one edge beneath track slab has more prominent influence on the vibration power than the partial contact loss at midpoint beneath track slab. With the increase of disengaging length, the relative vibration energy level of the track slab grows sharply, but it will change significantly when it reaches 1.56 m. Little effect will be caused by the relative vibration energy level of the viaduct. The partial contact loss beneath the track slab will cause more power distribution and transmission between the trail and track slab, and will then affect the service life of the rail and track slab.

궤도구조에 따른 고속철도차량의 진동특성 분석 (Analysis on the Vibration Characteristics of High Speed Train according to Track Structure)

  • 허현무;박준혁;유원희
    • 한국정밀공학회지
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    • 제29권6호
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    • pp.593-599
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    • 2012
  • To analyze the effect of the track structure on the running performance of the railway vehicle, we studied on the vibration and ride characteristics of the high speed train. As results, vibration and ride level of high speed train on the concrete bed track is more reduced than on the ballast bed track. Peak-peak value of carbody vibration on the concrete bed track at 300km/h is half of the peak-peak value of carbody vibration on the ballast bed track. Ride level on the concrete bed track at 300km/h is same level as that on the ballast bed track at 250km/h. Thus, Vibration and ride performance of the high speed train on the concrete bed track is greatly improved compared with that on the ballast bed track.

해양환경에서 선박 추적을 위한 라이다를 이용한 궤적 초기화 및 표적 추적 필터 (Track Initiation and Target Tracking Filter Using LiDAR for Ship Tracking in Marine Environment)

  • 황태현;한정욱;손남선;김선영
    • 제어로봇시스템학회논문지
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    • 제22권2호
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    • pp.133-138
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    • 2016
  • This paper describes the track initiation and target-tracking filter for ship tracking in a marine environment by using Light Detection And Ranging (LiDAR). LiDAR with three-dimensional scanning capability is more useful for target tracking in the short to medium range compared to RADAR. LiDAR has rotating multi-beams that return point clouds reflected from targets. Through preprocessing the cluster of the point cloud, the center point can be obtained from the cloud. Target tracking is carried out by using the center points of targets. The track of the target is initiated by investigating the normalized distance between the center points and connecting the points. The regular track obtained from the track initiation can be maintained by the target-tracking filter, which is commonly used in radar target tracking. The target-tracking filter is constructed to track a maneuvering target in a cluttered environment. The target-tracking algorithm including track initiation is experimentally evaluated in a sea-trial test with several boats.

태풍 진로예측을 위한 다중모델 선택 컨센서스 기법 개발 (Development of the Selected Multi-model Consensus Technique for the Tropical Cyclone Track Forecast in the Western North Pacific)

  • 전상희;이우정;강기룡;윤원태
    • 대기
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    • 제25권2호
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    • pp.375-387
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    • 2015
  • A Selected Multi-model CONsensus (SMCON) technique was developed and verified for the tropical cyclone track forecast in the western North Pacific. The SMCON forecasts were produced by averaging numerical model forecasts showing low 70% latest 6 h prediction errors among 21 models. In the homogeneous comparison for 54 tropical cyclones in 2013 and 2014, the SMCON improvement rate was higher than the other forecasts such as the Non-Selected Multi-model CONsensus (NSMCON) and other numerical models (i.e., GDAPS, GEPS, GFS, HWRF, ECMWF, ECMWF_H, ECMWF_EPS, JGSM, TEPS). However, the SMCON showed lower or similar improvement rate than a few forecasts including ECMWF_EPS forecasts at 96 h in 2013 and at 72 h in 2014 and the TEPS forecast at 120 h in 2013. Mean track errors of the SMCON for two year were smaller than the NSMCON and these differences were 0.4, 1.2, 5.9, 12.9, 8.2 km at 24-, 48-, 72-, 96-, 120-h respectively. The SMCON error distributions showed smaller central tendency than the NSMCON's except 72-, 96-h forecasts in 2013. Similarly, the density for smaller track errors of the SMCON was higher than the NSMCON's except at 72-, 96-h forecast in 2013 in the kernel density estimation analysis. In addition, the NSMCON has lager range of errors above the third quantile and larger standard deviation than the SMCON's at 72-, 96-h forecasts in 2013. Also, the SMCON showed smaller bias than ECMWF_H for the cross track bias. Thus, we concluded that the SMCON could provide more reliable information on the tropical cyclone track forecast by reflecting the real-time performance of the numerical models.

기상청 국가태풍센터의 태풍 베스트트랙 생산체계 소개 (Algorithms for Determining Korea Meteorological Administration (KMA)'s Official Typhoon Best Tracks in the National Typhoon Center)

  • 김진연;황승언;김성수;오임용;함동주
    • 대기
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    • 제32권4호
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    • pp.381-394
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    • 2022
  • The Korea Meteorological Administration (KMA) National Typhoon Center has been officially releasing reanalyzed best tracks for the previous year's northwest Pacific typhoons since 2015. However, while most typhoon researchers are aware of the data released by other institutions, such as the Joint Typhoon Warning Center (JTWC) and the Regional Specialized Meteorological Center (RSMC) Tokyo, they are often unfamiliar with the KMA products. In this technical note, we describe the best track data released by KMA, and the algorithms that are used to generate it. We hope that this will increase the usefulness of the data to typhoon researchers, and help raise awareness of the product. The best track reanalysis process is initiated when the necessary database of observations-which includes satellite, synoptic, ocean, and radar observations-has become complete for the required year. Three categories of best track information-position (track), intensity (maximum sustained winds and central pressure), and size (radii of high-wind areas)-are estimated based on scientific processes. These estimates are then examined by typhoon forecasters and other internal and external experts, and issued as an official product when final approval has been given.

태풍 진로에 영향을 미치는 열적 및 역학적 효과에 관한 수치적 연구 (Comparing the Effect of Both Thermal and Mechanical Forcing on the Error of Typhoon Track)

  • 김해동;원성희;최기선;박상욱;장기호
    • 한국환경과학회지
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    • 제21권2호
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    • pp.263-266
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    • 2012
  • To compare the effects of two external forcing on track of typhoon, TWRF(Typhoon WRF) based ensemble experiments are carried out in the case of Typhoon Morako which is the 8th typhoon at Northwest Pacific region in 2009. The two forcing are tropical SST and topography induced thermal and mechanical forcing, respectively. According to the result of numerical experiment for five-day forecast, the effect of mechanical forcing is about two times stronger than thermal forcing on the track error of the typhoon. More case study for other typhoon will be done as a next paper.

확장 칼만필터를 이용한 궤도틀림 트롤리의 운동학적 모형화 (Kinematic Modeling of a Track Trolley Using Extended Kalman Filter)

  • 이준석;최일윤;김순희;엄주환
    • 한국철도학회논문집
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    • 제18권5호
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    • pp.447-456
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    • 2015
  • 본 연구에서는 궤도틀림 측정용 트롤리의 사용성을 증진하기 위한 방편의 하나로 트롤리의 정지시 뿐만 아니라 이동시 계측방안과 이에 따른 계측오차의 최소화 방안에 대하여 논의하였다. 이를 위하여 트롤리의 완화곡선 및 원곡선내 주행에 따른 궤도틀림 측정의 정밀도를 향상시키기 위한 운동학적 관계식을 새롭게 제안하였으며 비선형 확장 칼만필터를 도입하여 계측오차를 최소화하였다. 제안한 모형의 적용성 파악을 위하여 이론적인 궤도상태를 가정한 후 이산형 및 연속형 궤도틀림 측정에 따르는 표준편차를 산정하였으며 이 결과, 제안한 모형의 효용성을 입증하였다. 또한 기존 궤도 틀림 모형과의 비교를 통해 제안한 운동학적 관계식의 우월성을 입증하였다.

모노레일 시스템 궤도빔의 합리적인 경간장 결정방안 (The plan of rational span decision to track beam of monorail)

  • 안용모;백차승
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2008년도 춘계학술대회 논문집
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    • pp.199-205
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    • 2008
  • The monorail system as new transportation system mostly has being constructed as an elevated construction and the track beam as mostly main work type occupy the important parts. The structure of monorail system, the track beam support directly vehicle's load and comprised of the track beam structure to be traveling side and understructure to be transmitted from their load to the ground. In particular, in case of construction to elevated structure in the center of a city, it is important to decision plan for span to be considered the economic, execution and maintenance according to transport, installation, and the structure problem, scene and civil appeals to be decided the beam elevation and span. Therefore the standard span of monorail track beam shall be considered the efficient execution, economic and transportation. And propose to reasonable decision plan incorporated the minimizing the road occupied width due to openness to center of a city and bridge pole, minimize to basis size.

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