• Title/Summary/Keyword: 급 곡선

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Analysis on the Scaling of Nano Structure MOSFET (나노 구조 MOSFET의 스켈링에 대한 특성 분석)

  • 장광균;정학기;이종인
    • Proceedings of the Korean Institute of Information and Commucation Sciences Conference
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    • 2001.05a
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    • pp.311-316
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    • 2001
  • The technology for characteristic analysis of device for high integration is changing rapidly. Therefore to understand characteristics of high-integrated device by computer simulation and fabricate the device having such characteristics became one of very important subjects. At devices become smaller from submicron to nanometer, we have investigated MOSFET built on an epitaxial layer(EPI) of a heavily-doped ground plane, and also newEPI MOSFET for improved structure to weak point of LDD structure by TCAD(Technology Computer Aided Design) to develop optimum device structure. We analyzed and compared the EPI device characteristics such as impart ionization, electric field and I-V curve with those of lightly-doped drain(LDD) MOSFET. Also, we presented that TCAD simulator is suitable for device simulation and the scaling theory is suitable at nano structure device.

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Determination of Instreamflow Requirement for Upstream Urban Watershed Using SWAT Model (SWAT 모형을 이용한 도시하천 상류유역의 하천유지유량 산정방안)

  • Lee Kil-Seong;Chung Eun-Sung;Shin Mun-Ju;Kim Young-Oh
    • Journal of Korea Water Resources Association
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    • v.39 no.8 s.169
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    • pp.703-716
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    • 2006
  • The flow duration curves in the present and the ideal hydrologic cycle were derived using SWAT model. The present situation is the landuse and the groundwater withdrawal in the year of 2000 and the ideal situation is the landuse of 1975 and no groundwater withdrawal. These results were compared with the previous instream flow requirements which are the larger flow between the average drought flow and environmental control flow. As a result, the present and ideal drought flows of Ojeoncheon, Hakuicheon, Samseongcheon, and Sammakcheon, were the same and the drought flows of Samseongcheon and Sammakcheon were even zero since the baseflow is very little due to the small and mountainous watersheds. The previous instream flow requirement for the riverine function is also larger than the low flow of the ideal hydrologic cycle. The present method to set the instream flow requirement is not proper for the small mountainous watershed since it can be usually overestimated and drive the artificial measures to secure the streamflow Therefore, another method should be developed such as the low flow and the average flow between the drought flow and the low flow of the ideal hydrologic cycle using the proper hydrologic simulation model such as SWAT which can consider the landuse.

Loading tests and strength evaluation of bogie frame for intermodal tram (인터모달 트램 대차프레임의 하중 시험 및 강도 평가)

  • Seo, Sung-il;Mun, Hyung-Suk;Moon, Ji-Ho;Suk, Myung-Eun;Kim, Jeong-guk
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.17 no.10
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    • pp.554-561
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    • 2016
  • In this study, loading tests and a strength evaluation of the bogie frame were conducted to verify the structural safety of the bogie system in an intermodal tram, which runs with cars on a road track. The loads were calculated taking into account the features of the road track with many sharp curves and steep gradients, which are different from the track of conventional railway. They were compared with the loads specified in the previous standard specifications. After the comparison, it was confirmed that the loads acting on the bogie system operating on a road track are slightly different from the specified loads. The specified vertical load of the standard specification for all kinds of trains is conservative, but the specified lateral and longitudinal loads are less than the calculated loads. The application of the actual loads was proven to be reasonable in the development of a new railway system. Based on the defined loads, the bogie frame was fabricated on which strain gauges were attached. It was set on the large loading frame so that the stresses could be measured when loads were applied by hydraulic actuators. After measuring the stresses, it was shown that they were below the allowable stress, which verified the structural safety of the bogie frame.

Finite Element Analysis for Circulation Phenomena in Sudden Expansion of Open Channel (유한요소법을 이용한 개수로단면급확대부의 순환현상해석)

  • 윤태훈;서승원
    • Water for future
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    • v.21 no.1
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    • pp.67-76
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    • 1988
  • Analyzed was the circulation phenomena in the open channel with sudden expansion, by applying the Galerkin's finite element method to the depth-averaged 2-dimensional continuity and momentum equations. Wave tests were done in the simplified channel in order to review the validity of this newly developed model and the computed results were within 0.5% of $L_2$-norm error, and application of this model to the simulation of simplified dam-break gave very close results compared with the analytical solution, thus, it can be concluded that this model is valid and efficient. The main flow in the expanded channel was defined as a new initial condition with given velocity and the flow in the expanded portion was at rest in simulating the circulation, and besides the Neumann's condition the slip boundary condition for lateral wall was found to be proper condition than the no-slip condition. It can be concluded, from the numerical tests in the sudden expension, that the circulating phenomena depend mainly on the convective inertia and the effect of turbulence due to bottom shear and lateral shear is insignificant.

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Characteristics of the Rollover Critical Speed of a Trailer Equipped with a Tilting System (틸팅 시스템을 장착한 트레일러의 전복임계속도 특성)

  • Jeong, Tae-Gun
    • Journal of the Korea Academia-Industrial cooperation Society
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    • v.19 no.2
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    • pp.64-70
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    • 2018
  • Rollover is a major concern for vehicles with a higher center of gravity and for improving driving performance. This study investigates a tilting system to prevent rollover, which was successfully implemented for high-speed trains. It may be useful to apply the concept of the tilting system to a large truck such as a trailer. Even a small adjustment in the tilting angle can improve the driving stability during a steep turn. The equation of motion was derived from a dynamic model of the trailer with the tilting system. The balance of the centrifugal force and normal force determines the rollover critical speed for a given radius of the turn and load. To obtain a more conservative criterion, the rollover critical state was defined as the instant when any side wheel loses contact with the road. To actuate the tilting system, the optimal tilting angle must be calculated from the steering angle and the vehicle speed. Using a simplified model of a large truck, the effects of the tilting angle and load on the rollover critical speed were investigated.

Estimation of the Flash Flood Index by the Probable Rainfall Data for Ungauged Catchments (미계측 유역에서의 확률강우에 대한 돌발홍수지수 산정)

  • Kim, Eung-Seok;Choi, Hyun-Il;Jee, Hong-Kee
    • Journal of the Korean Society of Hazard Mitigation
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    • v.10 no.4
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    • pp.81-88
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    • 2010
  • As there occurs recently and frequently a flash flood due to the climate change, a sudden local flood of great volume and short duration caused by heavy or excessive rainfall in a short period of time over a small area, it is increasing that significant danger and loss of life and property in Korea as well as the whole world. Since a flash flood usually occurs as the result of intense rainfall over small steep slope regions and has rapid runoff and debris flow, a flood rises quite quickly with little or no advance warning to prevent flood damage. The aim of this study is to quantify the severity of flash food by estimation of a flash flood index(FFI) from probability rainfall data in a study basin. FFI-D-F(FFI-Duration-Frequency) curves that present the relative severity of flash flood are developed for a study basin to provide regional basic information for the local flood forecasting and warning system particularly in ungauged catchments. It is also expected that FFI-D-F curves can be utilized for evaluation on flash flood mitigation ability and residual flood risk of both existing and planned flood control facilities.

The Parametric Study on the Performance Characteristics of Elastic Rail Fastening System on the Sharp Curved Track (급곡선 탄성레일체결장치의 거동특성에 미치는 매개변수 연구)

  • Baik, Chan-Ho;Joo, Bong-Gyu;Choi, Jung-Youl;Choi, Il-Yoon;Park, Yong-Gul
    • Proceedings of the KSR Conference
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    • 2011.10a
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    • pp.2163-2173
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    • 2011
  • In this study, the deformations and stresses occurred in the elastic rail fastening system were evaluated according to applied extreme track forces based on various field conditions, track curvature and poor properties. The purpose of this study is to establish a method for efficient management and suggest guide line for track construction in order to secure the performance quality of the elastic rail fastening system on the sharp curved track.. Therefore, initial construction qualities of rail and concrete bed, initial clamping force and applied extreme track forces were used into experiment as several parameters. Using these test results, the performance characteristics of the elastic rail fastening system were also evaluated. As a result, it suggested the method to secure long-term durability of fastening system and comparing sharp curved track to results on field test.

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A Study on the Location of Speed Limit Post of Curved Track (급곡선 궤도에서 속도제한표 적정위치)

  • 이기승;이종수;김성호
    • Proceedings of the KSR Conference
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    • 2001.05a
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    • pp.289-294
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    • 2001
  • A curved track needs balanced super elevation according to the speed of the passing train and it is limited by maximum allowable amount. Therefore, passing speed at high degree curved track has to be controlled below the limits. Accurate position of the Speed Limit Post(SLP), which shows allowable speed of curved track dose not regulated so design and line side maintenance engineer adopt the position differently, When the rate of cant deficiency is considered on transition-curved section, the SLP should be located at the beginning point of the transition curve so as to control the speed of passing train and it will increase ride quality to passenger.

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A study on constructing CWR for railroad under operation (기존선 급곡선부의 장대화 방안에 대한 연구)

  • Yang, Sin-Chu;Noh, Hyuk-Chun;Kim, Eun;Lee, Jong-Duk
    • Proceedings of the KSR Conference
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    • 2001.05a
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    • pp.303-310
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    • 2001
  • The railroad under operation has very sharp curves and the state of ballast is somewhat deteriorated due to the traffic loads, which put some constraints in converting the conventional rails into CWR. In making CWR, the determination whether the ballast has sufficient capacity for resisting buckling must be made, quantitatively and qualitatively, and schemes to guarantee the required lateral resistance of ballast should be proposed. In this study, using the in-situ investigated data, the probability of buckling of CWR is given for several installation temperatures for CWR. The effect of tamping, DTS, and sleeper spacing are taken into account. The buckling probability is given as a function of curvature and installation temperature of CWR and works used to increase the ballast resistance capacity after tamping, i.e., DTS and reduction of sleeper sparing.

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Performance Analysis of OFDM/QPSK Systems with Improved Adaptive Equalizer in Multi Path Channels (다중 경로 채널에서 개선된 적응 등화기를 채용한 OFDM/QPSK 시스템의 성능 분석)

  • 유기희;곽재민;안준배;강희조;조성준
    • Proceedings of the Korean Institute of Information and Commucation Sciences Conference
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    • 2001.10a
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    • pp.319-322
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    • 2001
  • 본 논문에서는 단거리 M/W 전송장비에서 사용 가능한 10Mbps 급 OFDM/QPSK 시스템을 제안하였다. OFDM 변조 신호는 two-ray 다중경로 페이딩의 영향을 받는다. 채널 모델은 Rummler가 제안한 마이크로파 대역의 two-ray 채널 모델을 사용하였다. 수신단에서는 다중 경로 채널에 따른 성능 왜곽을 보상하기 위해 여분의 Training Sequence 또는 Pilot 심볼 없이 등화를 행할 수 있는 Blind 적응 등화기를 채택하였다. OFDM 시스템에 따른 두 가지의 등화기, Pre-FFT 적응 등화기와 주파수 적응 등화기 및 두 개의 등화기를 결합한 병행 적응 등화기를 각각 시스템에 도입하여 성좌도와 SER 성능 곡선을 통해 성능 개선 정도를 분석하였다. 분서결과로부터 주파수 적응 등화기와 Pre-FFT 적응 등화기의 각각의 특성을 확인할 수 있었으며, 또한 병행 적응 등화기의 도입에 따른 시스템 개선 정도를 확인할 수 있었다.

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