• Journal of the KSME
• /
• v.33 no.10
• /
• pp.884-891
• /
• 1993

최근 승용차의 설계는 일반적으로 고속화, 경량화 추세에 있다. 이에 따라 심각하게 대두되고 있는 것이 진동문제로서, 그중에서도 조향계(steering system)의 진동은 보다 쾌적한 승차감 내지 조정성능을 저해하고 운전자에게 불쾌감을 초래하는 진동으로서 이에 대한 개선책이 요구되어 왔다. 따라서 이러한 조향계의 진동인 쉬미(shimmy)현상을 저감시키기 위해서는 다음과 같은 방법등이 있다. 1) 가진원이 되는 타이어의 불균형 질량을 줄이거나 타이어의 정밀도를 증가시키는 방법. 2) 진동전달 경고상의 감쇠특성과 조향계의 강성을 변화시켜 전달률을 줄이는 방법. 3) 차체의 동특성 변화를 통하여 고유진동수를 변화시켜 공진영역을 옮기는 방법. 이 글에서는 쉬미에 큰 영향을 줄 것으로 생각되어지는 여러 중요한 인자들을 단계적으로 포함 시켜가면서 이론해석 결과와 실험결과를 비교 . 검토 . 보완해갈 것이며, 그 결과 이론적으로 쉬미현상을 예측할 수 있는 방안을 제시하고자 한다.

• Proceedings of the KSR Conference
• /
• 2009.05b
• /
• pp.217-222
• /
• 2009

High-speed EMU under development vibrates more than a articulated high-speed train since power units are attached on each vehicle and railway vehicle. In this study, anisotropic equivalent stiffness of a aluminum extrusion plate were calculated to know and predict vibration characteristic of High-speed EMU under development. Eigen frequencies and modal shape of high speed train vehicle were calculated. And vibration generated was predicted at each position of vehicle when vehicle was operating.

• Proceedings of the Korean Institute of Information and Commucation Sciences Conference
• /
• 2009.10a
• /
• pp.981-984
• /
• 2009

In this paper, We design RS(255,239) decoder with modified Euclidean algorithm, which show polynomic coefficient state machine instead of calculating coefficients of modified Euclidean algorithm. This design can reduce complexity and implement High-speed Read Solomon decoder. Additionally, we have synthesized with Xilinx XC4VLX60. From synthesis, it can operate at clock frequency of 77.4MHz, and gate count is 20,710.

• Proceedings of the KIPE Conference
• /
• 2020.08a
• /
• pp.431-432
• /
• 2020

철도차량 하부에 부착되는 전장품 무게는 차량의 바퀴 및 베어링 등 철도차량 수명에 큰 영향을 주기 때문에 경량화는 필수적이다. 본 논문에서는 철도 차량용 보조전원장치의 경량화를 위해 LLC 공진형 컨버터를 적용한 보조전원장치 시스템과 제어알고리즘을 제안한다. 제안하는 알고리즘은 고속스위칭을 위해 입력단 벅 컨버터를 이용하여 가선 전압을 감압시키고 이후 LLC 공진형 컨버터를 통해 인버터 입력단 전압을 제어한다. 또한, 공진형 컨버터 손실을 최소화하기 위해 ZVS(Zero Voltage Switching) 동작을 하며, 공진 탱크의 최적 설계도 제안한다. 본 논문에서 제안하는 알고리즘은 시뮬레이션 및 실험으로 검증한다.

• Journal of the Korean Society for Railway
• /
• v.9 no.1 s.32
• /
• pp.118-124
• /
• 2006

SThe rigidities of bridge substructures are the important data in the rail-bridge interaction analysis in Korean High -Speed Railway. This experimental study is being performed because of followings. 1) More correct longitudinal stiffness of the structure including substructure should be considered in the calculation of stresses in rails. 2) There are many uncertainties in the design and construction of the piers and foundations. 3) Actual guideline for the rigidities of piers and foundations in the design is necessary. 4) Measurement on the rigidity of pier according to the types of piers, foundations and soil-conditions is needed. Curve for estimating the total rigidity of substructure will be obtained through this and further experimental studies. It may be used in the analysis of Korean High-Speed Railway bridge and then, longitudinal stresses in the rails can be estimated more accurately. One pair of piers, which consist of pot-bearing for fixed support and pad-bearing for movable support, are loaded by steel frame devices with steel wire ropes and hydraulic jack. The responses which are measured at each loading stages in those field tests are displacements and tilted angles on the top and bottom of piers. This study is being performed testing and analysis about several piers in the construction field.

• Journal of the Korean Society for Railway
• /
• v.19 no.5
• /
• pp.647-655
• /
• 2016

The construction of high speed railways and improvement projects of for conventional railways require straight railway lines of railway, which leads to an increase of bridge and tunnel construction. Transition zones in railways means that the track support stiffness is variedvaries in over short ranges. Sspecial attention is required in theose transition zones since because instability of train running in train and irregularities of track irregularities are can frequently occurred. Typical transition zones are between bridges and earthworks and between tunnels and earthworks. On In a transition zone, a bridge abutment transition zone has many problems in with various causes. In this paper, fundamental problems of bridge abutment transition zones is are analyzed to enhance the understanding about of bridge abutment transition zones. Suggestions for improving problems in the transition zones are proposed.

• Journal of the Korea Academia-Industrial cooperation Society
• /
• v.14 no.9
• /
• pp.4532-4541
• /
• 2013

With speed up of railway, the demand for safety of the railroad transportation is on the increase in Korea's conventional railways. In additions, freight trains with heavier axle load are required to run conventional railways. In order to solve these requirements, the increase of rail weight and the application of long rail system have been underway in conventional railways. However, the research on ties that is absolutely influencing the track stiffness in ballasted tracks has not been much progress. In this paper, the new H-typed tie is developed to increase the track stiffness and reduce the track irregularity. And from the structural analysis by FE program, the intial design drawing of the new H-typed tie is proposed.

• Journal of the Korean Geotechnical Society
• /
• v.38 no.11
• /
• pp.7-17
• /
• 2022

This study investigates the effect of cylindrical baffle arrays behind a rigid barrier on debris flow behavior and dynamic impact load. Small-scale tests were performed with various transverse blockage ratios and row numbers of baffles. High-speed cameras were installed at the flume's top and side, and load cells were installed in front of the rigid barrier. Moreover, glass beads simulated large boulders with debris flow in the flume. Test results revealed that the impact load of debris flow on the rigid barrier was significantly reduced using the cylindrical baffles behind the rigid barrier. In addition, the increased transverse blockage ratio of baffle arrays led to a greater impact load of debris flow because of flow suppression due to the baffle arrays.

• The Journal of Korean Institute of Communications and Information Sciences
• /
• v.31 no.5B
• /
• pp.378-389
• /
• 2006

An IP address lookup scheme has become a critical issue increasingly for high-speed networking techniques due to the advent of IPv6 based on 128bit. In this paper, a novel global IPv6 unicast address lookup scheme is proposed for next generation internet routers. The proposed scheme perform a variable multiple hashing based on prefix grouping. Accordingly, it should not only minimize overflows with the proper number of memory modules, but also reduce a memory size required to organize forwarding tables. It has the fast building and searching mechanisms for forwarding tables during only a single memory access. Besides, it is easy to update forwarding tables incrementally. In the simulation using CERNET routing data as a 6bone test phase, we compared the proposed scheme with a similar scheme using a uniform multiple hashing. As a result, we verified that the number of overflows is reduced by 50% and the size of memory for forwarding tables is shrunken by 15% with 8 tables.

• Journal of the Korean Society for Railway
• /
• v.13 no.3
• /
• pp.298-303
• /
• 2010

The transition zone of the railway is the section which roadbed stiffness is suddenly varied like as tunnel-earthwork, bridge-earthwork and concrete track-ballasted track. There are about 450 tunnel-bridge transition sections on Kyungbu high-speed railway line. It is very important to pay careful attention to construction of these transition zones, in order to secure the train running safety. So, we developed a finite element model of the moving wheel loading to simulate the behavior of bridge-earthwork transitions in this paper. The most distinctive characteristics of the model proposed is to simulate the real wheel behavior on rail. And the main analysis object is to evaluate and compare the deformation characteristics of the transition zone according to the reinforcement methods and length of transition zone which is adopted to high-speed railway. Based on the analysis results, we assessed the effect of the reinforcements on the transition zone of high-speed railway.