• 제목/요약/키워드: Lateral curvature

검색결과 191건 처리시간 0.029초

경전철 직결식 콘크리트 궤도구조의 열차주행안전성 평가 (Evaluation of Train Running Safety for Direct Fixation Concrete Track on Light Rapid Transit)

  • 최정열;김준형;정지승;이선길
    • 한국안전학회지
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    • 제32권5호
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    • pp.41-46
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    • 2017
  • The coefficient of derailment and the rate of wheel load reduction were used as the index of train running safety that was directly affected the train derailment safety. In aspects of track, the train running safety depends on the complex interaction between wheel and rail, and the track-vehicle conditions (i.e., the curvature, cant, track system, vehicle speed and the operation conditions, etc). In this study, the relationship between the train running safety and the track curvature and vehicle speed for direct fixation concrete tracks currently employed in Korean light rapid transit was assessed by performing field tests using actual vehicles running along the service lines. The measured dynamic wheel load, lateral wheel load and lateral displacement of rail head were measured for same train running on four tested tracks under real conditions, which included curved and tangent tracks placed on the tunnel and bridge, thus increasing the train speed by approximately maximum design speed of each test site. Therefore, the measured dynamic track response was applied to the running safety analysis in order to evaluate the coefficient of derailment, the rate of wheel load reduction and the track gauge widening at each test site, and compare with the corresponding Korean train running safety standard. As the results, the lateral track response of direct fixation concrete track appeared to increase with the decreased track curvature; therefore, it was inferred that the track curvature directly affected the train running safety.

Kyphotic cervical curvature로 인한 항통(項痛) 4례(例)에 대한 임상적(臨床的) 고찰(考察) (Clinical studies on neck pain 4 cases associated with kyphotic cervical curvature)

  • 조현열;배은정;이경민;이정훈;서정철;한상원
    • Journal of Acupuncture Research
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    • 제19권3호
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    • pp.230-239
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    • 2002
  • Kyphotic cervical curvature, straghtening is commonly caused by trauma, muscle spasm without trauma and wrong posture, etc. Objective : This study is performed to evaluate the clinical effect of neck pain associated with Kyphotic cervical curvatre on cervical x-ray lateral view. Methods : One of the many causes, We examined the patients with neck pain & upper back pain who visited to Department of Acupuncture & Moxibustion, Gumi Oriental Hospital of Kyung-San University from 16th June 1999 to 22th June 2000. Pre and post treatment, We evaluated the cervical angle, Jochumsen's method, VAS(visual analogue scale) and effective score of treatment. Results & Conclusion : 1. Kyphotic cervical curvature is mainly caused by wrong posture during long term, sudden trauma, etc. therfore, postcervical muscles and tendon are injuryed by strong stress. So, muscle imbalance and pain is occured. 2. On these cases, The improvement index for pre/post treatment showed 28/42, 10/15, 9/30, 28/42 degree in cervical angle. Jochumsen's method showed -1/+2, -9/-3, -5/-2, -1/+2mm. Afer treatment VAS is 2, 1, 1, 1 and effective score of treatment is above good. The results suggest that treatments of Oriental Medicine(Acupuncture & Moxibustion, Chu-Na, Cupping and Physical therapy) are effective methods for neck pain with kyphotic cervical curvature on cervical x-ray lateral view.

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철근콘크리트 휨 부재에서 인장, 압축 및 횡보강근이 연성률에 미치는 효과 (Effect of Tension, Compression and Lateral Reinforcement In Ductility Ratio in RC Flexural Members)

  • 연규원;박찬수
    • 콘크리트학회논문집
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    • 제13권6호
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    • pp.553-560
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    • 2001
  • 철근콘크리트 휨부재의 비탄성해석 및 설계를 위해서는 연성능력의 평가가 필요하며, 이를 위해서는 모멘트-곡률 관계가 정의되어야 한다. 따라서, 본 연구에서는 모멘트 곡률관계를 가정하여 철근콘크리트 휨부재의 연성능력을 해석적 방법으로 구하고, 실험결과와 비교한 결과, 실험값과 해석값은 거의 일치하였으므로 가정한 모멘트-곡률관계는 적합한 것으로 판명 되었다. 또한, 연성률은 곡률연성, 회전연성, 변위연성을 비교하였으며, 철근콘크리트 휨부재의 연성능력에 주로 영향을 미치는 요소는 인장철근, 압축철근 및 휨보강근으로 보고, 실험값과 해석값을 다양하게 분석한 결과 ($\rho$$_{s}$$\rho$')/$\rho$의 항으로 연성능력을 나타냄이 적절한 것으로 나타났다.

시뮬레이션을 이용한 고속도로 진출입로에서 차량속도와 곡선반경에 따른 상용차량 전복 연구 (A Simulation Study of Commercial Vehicle Rollover in Highway Ramp Section According to Vehicle Speed and Curvature)

  • 박중영;이홍국;장경진;서이정;유송민
    • 자동차안전학회지
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    • 제7권2호
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    • pp.50-54
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    • 2015
  • Rollover accidents are a common occurrence on the highway ramp section. At highway ramp section, unexpected situations might occur due to demand on complex steering control unlike routine driving maneuver in the main streamline. Commercial vehicles have higher risk of rollover due to their high center of gravity. In this study, the lateral acceleration causing rollover would be found. In addition, sections would be classified as dangerous and safe ones by confirming the maximum lateral acceleration for various speed and curvature.

투명표본(透明標本)에 의한 상악(上顎) 제이소구치(第二小臼齒)의 근관형태(根管形態)에 관(關)한 연구(硏究) (A STUDY ON THE ROOT CANAL MORPHOLOGY OF HUMAN MAXILLARY SECOND PREMOLAR WITH TRANSPARENT SPECIMENS)

  • 이정식
    • Restorative Dentistry and Endodontics
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    • 제8권1호
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    • pp.139-145
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    • 1982
  • Eighty four human maxillary second premolars were injected with china. ink, decalcified, cleared and used in study, in vitro, to determine the number of root canals, the frequency and location of lateral canals, the frequency and location of transverse ansatomoses, the curvature of root canals, the location of apical foramens, and the frequency of apical deltas. The results were as follows: 1. Most of the teeth demonstrated one canals, but the only tooth was found to have two canal. 2. Of the 101 canals studied, 85.1% of the canals were found to have lateral canals and these ramifications were usually located in the apical third of the root. 3. Of the two root canals in one root, 25.4% of the canals were found to have transverse anastomoses and were usually located in the middle third of the root 4. 33.3% of apical foramens were located directly on the root apex and 66.7% of them laterally, and 46.5% of canals showed distal curvature.

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Parameters influencing seismic response of horizontally curved, steel, I-girder bridges

  • Linzell, Daniel G.;Nadakuditi, Venkata P.
    • Steel and Composite Structures
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    • 제11권1호
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    • pp.21-38
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    • 2011
  • This study examines the influence of curved, steel, I-girder bridge configuration on girder end reactions and cross frame member forces during seismic events. Simply-supported bridge finite element models were created and examined under seismic events mimicking what could be experienced in AASHTO Seismic Zone 2. Bridges were analyzed using practical ranges of: radius of curvature; girder and cross frame spacings; and lateral bracing configuration. Results from the study indicated that: (1) radius of curvature had the greatest influence on seismic response; (2) interior (lowest radius) girder reactions were heavily influenced by parameter variations and, in certain instances, uplift at their bearings could be a concern; (3) vertical excitation more heavily influenced bearing and cross frame seismic response; and (4) lateral bracing helped reduce seismic effects but using bracing along the entire span did not provide additional benefit over placing bracing only in bays adjacent to the supports.

투명표본(透明標本)에 의한 상악(上顎) 제일소구치(第一小臼齒)의 근관형태(根管形笞)에 관(關)한 연구(硏究) (A STUDY ON THE ROOT CANAL MORPHOLOGY OF HUMAN MAXILLARY FIRST PREMOLAR WITH TRANSPARENT SPECIMENS)

  • 한영철
    • Restorative Dentistry and Endodontics
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    • 제7권1호
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    • pp.139-144
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    • 1981
  • Eighty four human maxillary first premolars were injected with china ink, decalcified, cleared and used in study, in vitro, to determine the number of root canals, the frequency and location of lateral canals, the frequency and location of transverse anastomoses, the curvature of root canals, the location of apical foramens, and the frequency of apical deltas. The results were as follows: 1. Most of the teeth demonstrated two canals, but 20.2% of the teeth were found to have one canal. 2. Of the 151 canals studied, 38.4% of the canals were found to have lateral canals and these ramifications were usually located in the apical third of the root. 3. Of the two root canals in one root, 35.7% of the canals were found to have transverse anastomoses and were usually located in the middle third of the root. 4. 15.2% of apical foramens were located directly on the root apex and 84.8% of them laterally, and 52.3% of canals showed distal curvature.

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곡선 개구제형 거더의 곡률에 따른 매개변수 해석연구 (Parametric Study on Curved Tub Girders for Varying Radii of Curvature)

  • 김종민;한택희;최준호;최병호;강영종
    • 한국강구조학회 논문집
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    • 제24권2호
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    • pp.175-188
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    • 2012
  • 본 연구에서는 개구제형 트윈 거더 교량의 곡률에 따른 상부수평브레이싱 부재력 산정식의 적절성 및 적용성을 검토하였다. 이를 위해 3경간 연속교를 대상으로 곡률반경을 50m에서 1,200m로 변화시켜 상부수평브레이싱의 부재력 산정식과 3차원 유한요소해석을 통한 부재력을 비교하였다. 그리하여 상부수평브레이싱의 공칭부재력을 계산할 수 있는 보정계수를 제안하였다. 특히 상부수평브레이싱 수직재 부재력 산정식은 3차원 유한요소해석결과와 잘 부합하지 않는 것으로 나타났는데, 이는 가로보의 유무에 따른 교축직각방향 강성의 영향이라 판단된다. 그리고 사재와 수직재의 휨, 비틀림, 뒤틀림 및 수평분력의 영향을 곡률별로 도식화하여 나타내었다.

Inelastic distortional buckling of hot-rolled I-section beam-columns

  • Lee, Dong-Sik
    • Steel and Composite Structures
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    • 제4권1호
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    • pp.23-36
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    • 2004
  • The inelastic lateral-distortional buckling of doubly-symmetric hot-rolled I-section beam-columns subjected to a concentric axial force and uniform bending with elastic restraint which produce single curvature is investigated in this paper. The numerical model adopted in this paper is an energy-based method which leads to the incremental and iterative solution of a fourth-order eigenproblem, with very rapid solutions being obtained. The elastic restraint considered in this paper is full restraint against translation, but torsional restraint is permitted at the tension flange. Hitherto, a numerical method to analyse the elastic and inelastic lateral-distortional buckling of restrained or unrestrained beam-columns is unavailable. The prediction of the inelastic lateral-distortional buckling load obtained in this study is compared with the inelastic lateral-distortional buckling of restrained beams and the inelastic lateral-torsional buckling solution, by suppressing the out-of-plane web distortion, is published elsewhere and they agree reasonable well. The method is then extended to the lateral-distortional buckling of continuously restrained doubly symmetric I-sections to illustrate the effect of web distortion.

자율주행차량을 위한 비젼 기반의 횡방향 제어 시스템 개발 (Development of Vision-based Lateral Control System for an Autonomous Navigation Vehicle)

  • 노광현
    • 한국자동차공학회논문집
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    • 제13권4호
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    • pp.19-25
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    • 2005
  • This paper presents a lateral control system for the autonomous navigation vehicle that was developed and tested by Robotics Centre of Ecole des Mines do Paris in France. A robust lane detection algorithm was developed for detecting different types of lane marker in the images taken by a CCD camera mounted on the vehicle. $^{RT}Maps$ that is a software framework far developing vision and data fusion applications, especially in a car was used for implementing lane detection and lateral control. The lateral control has been tested on the urban road in Paris and the demonstration has been shown to the public during IEEE Intelligent Vehicle Symposium 2002. Over 100 people experienced the automatic lateral control. The demo vehicle could run at a speed of 130km1h in the straight road and 50km/h in high curvature road stably.