• Journal of the Korea institute for structural maintenance and inspection
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• v.14 no.4
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• pp.86-93
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• 2010

The wear of railway track affects loss of rough ride, noise or vibration of train and traveling safety. Moreover as the track is worn away, this promotes destruction of structural mechanism of rail track which can bring about increasing of rail track maintenance cost drastically. For this reason, it is very important and interested research subject to design railway track structure and to analyse train movement mechanism based on systematic analysis of the reasons causing rail wear possible in real field. In this research, for the efficient maintenance, Life Cycle Performance of rail track and maintenance characteristics are computed considering some track components such as track type, contracting type, sleeper type and roadbed type. Time - Wear probabilistic distribution relationship as well as multiple regression analysis based on time, curvature and wear data are computed to predict the service life remainder of railway track and to be adapted to safety assessment.

• Journal of the Korean Society for Railway
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• v.5 no.2
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• pp.27-33
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• 2002

궤도의 역할은 열차 하중을 지지하고, 이것을 분산시켜 구조물에 전달함과 동시에 열차의 주행을 위한 원활한 (안전하고 승차감이 좋은) 안내로를 제공하는 것이다. 그러나, 궤도는 열차의 반복 주행에 의하여 구성 재료의 열화ㆍ손상이나 궤도 틀림의 진행이 부득이 하므로 일상적인 궤도정비 작업이나 재료교환 작업을 피할 수 없기 때문에 될 수 있는 한 적은 보수비로 열차 주행에 필요한 궤도 품질을 실현하는 기술의 확립이 궤도 기술에 관한 연구 개발의 최대 사명이다. 궤도 보수에 관계하는 비용은 크게 세 가지로, 즉 궤도 재료의 교환ㆍ보수 작업, 궤도 틀림의 정비 작업, 각종 검사나 유간 정정 등의 기타 작업으로 대별할 수 있다. (중략)

• Journal of the Korean Society for Railway
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• v.12 no.5
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• pp.678-686
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• 2009

A trial run of locally-developed tilting train has been in process on Chungbuk line since the test vehicle was first produced. For the system stabilization, interface verification among the systems including track, structure, catenary and signaling system, not to mention the rolling stock, is very crucial. Therefore, in this study, the dynamic rail force of the tilting (Hanvit 200), high-speed (KTX) and general (Mugunghwa) vehicle caused by driving in transition curve track was measured. And, it compared the tilting response with the other by using the measured rail force data in transition curve track, and then evaluated probability the range of load fluctuation for the variable dynamic vertical and lateral wheel load. As a result, a range of rail force by occurred a change of cant from the high-speed and general vehicle which had fixed bogie structure was distributed throughout small deviation. Otherwise, in case of the tilting train which was consisted of the pendulum bogie structure was distributed wide range about large deviation by changed of cant.

• Journal of the Korean Society for Railway
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• v.17 no.4
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• pp.260-269
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• 2014

Transition tracks are an alternative for enhancing the long-term serviceability and durability of concrete track components in railway bridges. The goal of this paper is to investigate the structural behavior for transition track systems of railway bridge deck ends. In this study, the structural behavior of transition tracks such as the variations in static, dynamic, and fatigue behaviors and dynamic properties (natural frequency and damping ratio) are assessed and compared through performing loading tests and finite element analyses using actual vehicle impact loadings. As a result, it is found that the structural behavior of the transition track system is expected to satisfy the actual vehicle impact loading, and the variation in the neutral axis and dynamic characteristics are not affected by the fatigue loading. Therefore, it is inferred that the structural capacity and long-term durability of the transition track system is proven.

• Proceeding of EDISON Challenge
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• 2014.03a
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• pp.211-224
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• 2014

금속을 포함한 분자에 대한 양자계산은 정확하고 일관된 결과를 얻기가 힘들 뿐만 아니라 상당한 컴퓨터 자원을 소비하며 많은 시간이 소요된다. 본 연구에서는 복잡한 양자계산의 근사를 위한 방법으로 본래 정성적인 구조 예측에 사용되는 닮은 궤도함수분석(Isolobal Analysis)을 정량적인 측면에서 접근해보고, 이를 통해 닮은 궤도(Isolobal) 구조를 가지고 있는 단위들(radical 등)에 대해서 계산을 근사할 수 있는 방법에 대해 논의한다. $CH_3$, $CH_2$와 닮은 궤도 구조를 가진 전형 원소를 중심으로 하는 분자들에 대해 가장 기초적인 근사계산인 Hartree-Fock 양자계산을 수행하였다. $(CUH_5){_2}^{2-}$를 표적으로 결합 구조를 예측하기 위한 경향성을 계산한 결합 성질로부터 파악한다. 분석 결과 동일한 주기에 대해서는 원자반지름(Atomic radii)에 대해 조화 형태의 결합에너지가 얻어졌으며, 동일한 족에 대해서는 좋은 근사가 되지 않았다. 파악된 경향성을 바탕으로 금속의 결합을 근사한 에너지에 대해서는 -1054.1875 kJ/mol로 비교적 큰 오차를 보였으나, 오차 항에 대한 분석이 가능해 추가적인 계들에 대한 계산으로 근사를 교정할 수 있을 것으로 보인다.

• The Bulletin of The Korean Astronomical Society
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• v.37 no.2
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• pp.179.1-179.1
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• 2012

정지궤도 복합위성 2호는 현재 기상 및 해양관련 관측임무를 수행중인 천리안위성의 임무승계를 위해 현재 개발이 진행 중이다. 천리안위성에 비해 수명이 확대되고, 임무 탑재체의 중량도 증가하여 추진제량의 대폭 증가가 필요한 것으로 분석되고 있다. 이로 인해 추진제 탱크의 확장이 불가피하여 현재 가용한 탱크를 기반으로 구조체 설계에 대한 비교 연구가 수행되었다. 정지궤도위성의 추진제 탱크 수용은 크게 측면 고정식 구형 탱크의 수직 배치방식과 극 고정식 실런더형 탱크의 수평 배치방식으로 구분된다. 추진제량 확대에 따라 두가지 방식 모두 구조체 내부에 충분한 강성확보와 하중전달을 목적으로 튜브형 구조물이 적용되며, 이를 토대로 구조체 설계가 이루어 진다. 본 논문에서는 이러한 추진계 탱크 수용 방식을 기반으로 정지궤도 복합위성에 적용될 구조체 설계 개념을 제시하고, 비교 연구를 통해 각 방식이 갖는 구조체 설계의 장단점을 기술하고자 한다.

• The Journal of the Convergence on Culture Technology
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• v.8 no.5
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• pp.477-482
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• 2022

The structure of the turnout track is very complex, so it is a facility that is more difficult to maintain and requires detailed management than a general track type. The purpose of this study is to analyze the effect on the deformation of the turnout system of the ground section due to the excavation work adjacent to the serviced urban railways. In this study, based on finite element analysis for each stage of adjacent excavation, the track deformation for each major location of turnout system was analyzed in consideration of the layout of the turnout system installed on the ground section, and the safety and stability was confirmed by comparing it with the track irregularity regulation. As a result of the study, it was found that the major construction stage affecting the track deformation of the turnout system on the ground section was the final stage of excavation. In addition, although the vertical displacement which is a vertical irregularity occurred relatively large, it was analyzed that the horizontal deformation was dominant overall, because of the excavation site is located on the side of the turnout system. In addition, it was analyzed that the amount of displacement at each major location of the turnout system is different, and there is a possibility that there may be a twist irregularity due to the deviation of the track deformation for each location according to the distance from the excavation site. Therefore, it was analyzed that it is necessary to classify and manage the importance of the track deformation of the turnout system of actual operating line, including additional displacement due to adjacent excavation, based on the track irregularity that has occurred at each location where the major deformation characteristics occur.

• Computational Structural Engineering
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• v.14 no.1
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• pp.49-59
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• 2001

• Computational Structural Engineering
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• v.26 no.3
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• pp.27-34
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• 2013

• The Journal of the Convergence on Culture Technology
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• v.6 no.2
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• pp.481-487
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• 2020

In this study, finite element analysis was performed to evaluate the track irregularity of the existing track system on urban transit according to the large-scale excavation work that is constructed adjacent to the serviced line. Based on the numerical analysis, the effect of track irregularity generated during the step-by-step construction process was analytically derived, and the stability in terms of track deformation was evaluated through comparison with related standards. As the results, in the case of track irregularity items evaluated based on the relative displacement difference at a certain distance, such as alignment and vertical irregularity, it occurred most clearly at the location where deformation of the existing structure begins, such as the end point of adjacent excavation work. On the other hand, the overall vertical and horizontal displacement of the track was the largest deformation at the center of the construction section. The vulnerable position of the deformed side of the existing structure due to adjacent excavation is analytically proven that the both of the end point section and the center of the construction can be a vulnerable position in terms of track irregularity.