• 제목/요약/키워드: Riding Comfort

검색결과 82건 처리시간 0.024초

철도 무선통신 기술동향 및 국내 운용현황 (The Operation Conditions of Domestic Railway Wireless Communication Network and Those Technical Trends)

  • 김범곤
    • 한국전자통신학회논문지
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    • 제11권4호
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    • pp.379-386
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    • 2016
  • 고속철도를 운영할 뿐 아니라, 고속열차를 생산하는 우리나라는 고속철도를 효율적으로 운용하기 위해 각 분야에서 승차감 향상, 주요부품 자동진단, 차상 전기검측, 소음저감 등 여러 가지 기술을 개발하고 있다. 본 논문은 그 중에서도 철도 무선통신분야의 기술을 이해하기 위해, 유럽과 중국 및 미국의 철도 무선통신시스템의 운용현황을 설명하고, 국내 철도에도 적용될 철도용 LTE 시스템의 기술현황을 소개한다. 아울러 현재 운용하고 있는 국내 철도무선통신망 현황과 4세대 무선통신망에 대한 국가연구개발사업의 개략 및 고속철도 현장에서의 시험계획을 소개한다.

A Supervisor-Based Neural-Adaptive Shift Controller for Automatic Transmissions Considering Throttle Opening and Driving Load

  • Shin, Byung-Kwan;Hahn, Jin-Oh;Yi, Kyong-Su;Lee, Kyo-II
    • Journal of Mechanical Science and Technology
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    • 제14권4호
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    • pp.418-425
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    • 2000
  • Recently, many passenger cars have adopted automatic transmissions for shifting gears, and thus the smooth and precise control of gear shifts of passenger car automatic transmissions has become more and more essential for the riding comfort of vehicles equipped with automatic transmissions. In this article, a neural network-based supervisor for an automotive shift controller considering the throttle opening, variations in throttle opening, and the driving load is presented. For using the driving load information, an observer-based driving load estimation algorithm is proposed. A proportional-integral-derivative controller along with an open loop controller is used as a low level controller for controlling the gear shifts, and a supervisory controller for properly adapting the shift control parameters of the low level shift controller is designed using ANFIS. To evaluate the control performance of the proposed supervisor-based shift controller, both simulation studies and experimental studies are performed for various shifting situations.

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콘크리트궤도부설 교량의 접속슬래브 허용변위한도에 관한 연구 (The Allowable Displacement Limit on the Approach Slab for a Railway Bridge with Ballastless Track)

  • 최진유;양신추;유진영;조현철
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2007년도 춘계학술대회 논문집
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    • pp.1149-1155
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    • 2007
  • The transition area between a bridge and an earthwork is one of the weakest area of track because of the track geometry deterioration caused unequal settlement of backfill of abutment. In case of a ballastless track, the approach slab is installed to prevent the phenomenon. But, if there is occurred the inclined displacement on the approach slab by a settlement of the foundation or formation, the track is also under the inclined displacement. And this defect causes reducing the running stability of a vehicle, the riding comfort of passengers, and the deteriorations of track by excessive impact subjected to the track. In this study, parametric studies were performed to know what is the allowable displacement limit on the approach slab to avoid such a bad effect. The length and amount of unequal settlement of the approach slab was adopted as parameter for numerical analysis. And car body accelerations, variations of wheel force and rail stress and uplift force induced on a fastener clip are investigated. From the result, resonable settlement limits of an approach slab according to slab length was suggested.

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고속철도차량 갱웨이 통로연결막의 내구성 평가 (Durability Evaluation of Gangway Connections for the High Speed Railway Vehicles)

  • 강길현;우창수;김철수
    • 한국산학기술학회논문지
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    • 제15권8호
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    • pp.4796-4801
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    • 2014
  • 관절형 고속철도차량의 승차감 향상 및 주행안전을 위해서는 객차 갱웨이 통로연결막에 대한 화재안전성, 방음기능과 함께 3축 회전각변위(롤링/요잉/피칭) 모드하의 내구성을 만족하는 것이 중요하다. 그러나 국내의 경우 본 통로연결막에 대한 내구성 시험 및 규격은 아직 표준화되지 않고 있다. 본 연구에서는 비선형 구조해석 결과와 고무피로특성으로부터 피로 수명을 예측하였다. 또한, 리그 피로시험을 구축하여 본 부품의 내구성을 검토하였다.

측량과 현방식 궤도틀림 측정 비교 (Comparison of Chord method with Surveying in Track irregularity Measurement)

  • 이지하;이상진
    • 한국철도학회:학술대회논문집
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    • 한국철도학회 2008년도 춘계학술대회 논문집
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    • pp.1647-1652
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    • 2008
  • Track geometry consists of tangent and curved lines, which caused undesirable changes in initial track geometry by traffic loads. The bigger the changes are, the worse the riding comfort and running stability of train. This is so-called track irregularity and is the most important quality parameters of ballasted track. To be able to objectively assess track irregularity, track geometry should be able to be measured. Practically, railway companies use moving chord method, this method determine versine values via a chord. The versine is the vertical distance to curve measured in the middle of the chord. This type of method measures only versine of track irregularity curve by transfer function from specific property of measuring tool. In this report, review the characteristics of two types of measuring tools by comparing the measurements. The one is GRP-1000 system, optical surveying system with Total station and lazar prism trolly. This calculates track geometry by surveying absolute coordinates of two points each on both rail heads. The other is Trackmaster, measures versine with 2m of chord length.

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후륜 인휠 모터 전기자동차의 구동 및 반능동 현가시스템 동시 제어를 통한 주행 성능 분석 (Driving Performance Analysis of a Rear In-wheel Motor Vehicle with Simultaneous Control of Driving Torque and Semi-active Suspension System)

  • 신슬기;최규재
    • 한국자동차공학회논문집
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    • 제23권1호
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    • pp.11-17
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    • 2015
  • Recently, the in-wheel motor vehicle is rapidly developed to solve energy exhaustion and environmental problems. Especially, it has the advantage of independently driving the torque control of each wheel in the vehicle. However, due to the weight increase of wheel, the comfort of vehicle riding and performance of road holding become worse. In this paper, to compensate the poor performance, a simultaneous control of the driving torque and semi-active suspension system is investigated. A vehicle model is generated using CarSim Software and validated by field tests. Co-simulation of CarSim and MATLAB/Simulink with control logics is carried out, and it is found that simultaneous control of the driving torque and semi-active suspension system can improve driving stability and durability of the in-wheel motor system.

뜬침목구간에서 차량/궤도 상호작용 수치해석기법 개발 (Development of a Numerical Method of Vertical Train/Track Interaction in the Track Section with Hanging Sleepers)

  • 양신추;이지하
    • 한국철도학회논문집
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    • 제15권3호
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    • pp.251-256
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    • 2012
  • 고속철도 자갈궤도에서 궤도틀림을 체계적이고 효율적으로 관리하기 위해서는 뜬 침목구간에서 차량이 궤도에 미치는 동하중의 특성을 파악할 필요가 있으며 이를 위해서는 뜬 침목을 고려한 차량과 궤도의 동적 상호작용해석기법의 개발이 필요하다. 본 연구에서는 초기 레일의 처짐이 없는 경우 궤광자중에 의하여 발생한 레일처짐(궤도틀림)과 처진 침목과 자갈도상간의 침목 들뜸량을 계산할 수 있는 해석기법을 개발하였고, 궤도틀림과 침목 들뜸량을 동시에 고려할 수 있는 차량과 궤도의 해석기법을 개발하였다. 본 해석기법의 타당성은 타문헌에서 제시한 해석결과와 비교를 통하여 검증하였다.

주행 안전을 위한 자전거 기어의 프레스금형에 관한 연구 (A Study on the Mold System of Bicycles Gear for Driving Safety)

  • 정연승
    • 대한안전경영과학회지
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    • 제20권4호
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    • pp.1-6
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    • 2018
  • Recently, bicycle has means of effective healthy transportation, and riding the bicycles is considered as popular recreational and sporting activities. Also, the saddle, steering system, driving device and braking device are researched briskly because of consumer's need for driving performance and comfort. Especially, the importance of a cassette responsible for transmission function by transmitting power to the drive shaft through the chain is very focused. The writer conducted structural analysis for the sprocket of each level using the ANSYS widely used for the analysis. Speed shifting performance was enhanced by minimization / simplification of shifting point through a sort of tooth profile of the cassette. By partitioning a clear value type and other shifting point, it has been modified to enable smooth speed-shifting. In addition, as titanium precision forming process, this study studied the molding technique by blanking and dies forging for mass production of the cassette. so it could be expected that the entire drive train would utilize that in the future. The stamping process capability for thin materials for the mass production of the sprockets is applicable to producing automobile parts, so lightweight component production is likely to be possible through that, for the safety of driving.

농용트랙터 보호구조물 사용실태 및 좌석벨트 편이성 평가에 관한 연구 (A Study on Improving the Tractor ROPS and Seatbelt use of Korean Farmers)

  • 김혁주;김관우;최선;김종선;김유용;김진오;김학규;권순홍
    • Journal of Biosystems Engineering
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    • 제35권5호
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    • pp.294-301
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    • 2010
  • This study was performed to improve the utilization of the ROPS and seatbelt of tractors in Korea. We surveyed the ROPS and seatbelt use and the tractor related accidents through the personal interviews for 141 farmers. And comfort test for tractor seatbelts is done for 4 different subjects by measuring the body pressure distribution. The survey showed that 79.3% of the tractor accidents was overturning accidents. And, in case the tractor has ROPS and seatbelt, there was no serious injuries. With this results, we could confirm that ROPS and seatbelt is very effective devices for protecting drivers in overturning accidents. But, in case farmers didn't wear seatbelt, there was some fatal injuries. This shows the importance of the seatbelt use in working and driving tractors. Therefore, we tested the comfort of the tractor seatbelt for 4 different subjects operating the pedal in tractor seat simulator and in the tractor running on various roads. From the results of the static test in the Lab, it was shown that more the seatbelt anchorage point is far form SIP point, more the body pressure of the belly became higher, and more the subjects feel uncomfortable. Not only in the static test in the simulator, but also in the dynamic test in riding tractors, it was shown that non retractable seatbelt was more uncomfortable than retractable seatbelt. According to this study, we concluded that we need to promote the utilization of the ROPS and seatbelt use. And, the non retractable seatbelt need to be replaced by retractable seatbelt. Also, we recommend that the seatbelt anchorage position should to be in the seatbelt anchorage area of the ISO 3776 standard.

콘크리트궤도 부설 교량의 접속슬래브 단부 처짐한도에 관한 연구 (The Displacement Limit at the End of an Approach Slab for a Railway Bridge with Ballastless Track)

  • 최진유;양신추
    • 한국철도학회논문집
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    • 제11권2호
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    • pp.195-202
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    • 2008
  • 교량과 토공의 접속부은 궤도의 대표적인 취약구간으로서 교대배면의 부등침하로 인한 궤도틀림발생이 빈번하여 유지관리에 많은 어려움을 겪고 있는 구간 중의 하나이다. 콘크리트궤도부설구간의 경우에는 교대배면의 부등침하를 방지하기 위하여 접속슬래브 부설이 일반화되고 있는 추세이다. 이 경우, 접속슬래브를 지지하고 있는 노반의 침하로 인하여 접속슬래브에 경사처짐이 발생하게 되면 궤도도 경사처짐이 발생하게 된다. 이로 인해 이 구간을 통과하는 차량의 주행안정성과 승차감의 저하, 그리고 과도한 충격에 의한 궤도의 손상을 유발하게 되므로 접속슬래브의 단부에서의 침하를 제한할 필요가 있다. 따라서 본 연구에서는 콘크리트 궤도 부설 교량과 토공의 접속부에 부설되는 접속슬래브의 단부에서의 처짐한도를 알아보기 위하여 접속슬래브의 길이와 단부처짐량을 매개변수로 한 차량-궤도 상호작용 해석을 실시하여 차체가속도, 윤중변동률, 레일 저부응력, 그리고 체결구에 발생하는 상향압력을 조사하였으며, 수치해석결과와 각 검토항목별 허용한도와의 비교검토를 통하여 접속슬래브의 길이에 따른 단부처짐의 허용한도를 제시하였다.