• 한국지진공학회:학술대회논문집
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• 한국지진공학회 2003년도 추계 학술발표회논문집
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• pp.360-367
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• 2003

This paper presents passive vibration control method to suppress train-induced vibration on a long-span steel arch bridge. According to the train load frequency analysis, undesirable resonance of a bridge will occur when the impact frequency of the train axles are close to the modal frequencies of the bridge. Because the first mode shape of the long-span steel arch bridge may take anti-symmetric shape along the bridge direction, however, the optimal control configuration for resonance suppression should be considered carefully In this study, bridge-vehicle element is used to estimate the bridge-train interaction precisely. From the numerical simulation of a loom steel arch bridge under TGV-K train loading, dynamic magnification influences are evaluated according to vehicle moving speed and efficient control system with passive dampers are presented in order to diminish the vertical displacement and vertical acceleration.

• 복합신소재구조학회 논문집
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• 제4권4호
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• pp.22-29
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• 2013

Accumulation of more than 20,000,000 vehicles since the establishment of the quality of life and economic development needs several parking lots and cause crack problem in Korea. Related structures in large cities due to the lack of parking garage attached to secure underground parking structures are actively being built, and the basement parking lot will continue to increase more stories and the trend is expected to be larger. But so far, construction of the underground parking structure is related to a number of problems, including cracks in the structure. Therefore, in this study, repair, reinforcement and a few non-economic losses in the current design criteria are presented. The review of the structure used to current design criteria is to minimize crack and maximize usability.

• 한국구조물진단유지관리공학회 논문집
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• 제10권2호
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• pp.111-123
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• 2006

교량의 설계에 있어서 정확한 하중의 산정은 교량의 안전성 확보에 가장 핵심적인 사항이며 향후 유지관리 측면에서도 매우 중요하다. 교량구조물에서 차량에 의한 하중효과는 주로 활하중(충격하중 포함) 및 피로하중으로 나타난다. 이들 하중의 정형화를 위해서는 실제 교량상을 주행하는 중차량의 중량 및 통행특성을 정확히 파악하는 것이 중요하다. 이를 위해서 주행중인 차량을 정지시키지 않고 중량을 계측할 수 있는 시스템(Bridge Weigh-In-Motion, BWIM)의 개발이 필요하다. 본 연구에서는 다양한 기능을 갖는 BWIM시스템을 국내실정에 맞게 개발하고 이를 고속도로상의 교량에서 검증하였다.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2008년도 춘계학술대회 논문집
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• pp.1653-1661
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• 2008

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. In the area of wayside structure, the stability of track structure and train run shall be evaluated through the review of impact by increased speed by developed train on track structure. The study thus was intended to evaluate the impact on track while a tilting train is running the conventional line(ballast track), which is vulnerable to accelerated train speed. The evaluation of tilting train test running the part of Honam line was conducted to identify the impact on existing track performance by tilting train. To identify the performance of each part of track components while tilting train and high speed train were running the existing line, wheel load, rail bending stress, vertical displacement of rail and sleeper were compared so as to evaluate the expected impact by tilting train for improving the train speed.

• 디지털융복합연구
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• 제11권11호
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• pp.767-774
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• 2013

전기자동차 보급이 확대됨과 동시에 충전이 특정 시간대에 몰리거나 전력수요가 높은 시간대에 늘어나면 전력수급 균형이 불안해질 수 있다. 따라서 전기자동차 충전으로 인한 전력수요가 증가함과 동시에, 전기자동차의 전력수요를 분산시키고, 전기자동차 배터리의 여분의 전기를 활용할 수 있는 스마트그리드 구축이 중요해진다. 아직 국내에서 스마트그리드가 전기자동차의 전력망 영향 관리에 어느 정도 영향을 미치는지에 대해서는 정량적 연구가 미흡한 실정이다. 본 연구는 스마트그리드를 통한 전기자동차의 전력망 영향 관리 효과를 정량적으로 분석하고 정책적 시사점을 제시하였다. 결과적으로 스마트그리드는 전기자동차의 전력망 영향을 효과적으로 관리할 수 있었다. 전력시장 구조와 규제 프레임워크는 스마트그리드 기술의 실증과 상용화 촉진을 뒷받침할 수 있어야 할 것이다.

• 한국자동차공학회논문집
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• 제18권6호
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• pp.114-121
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• 2010

This paper presents a design process of light-weighted fuel cell vehicle (FCV) frame to meet design target of natural frequency in early design stage. At first, using validated FE model for the current design, thickness optimization was carried out. Next. optimization process, comprised of beam model size optimization, shell model design and shell model thickness optimization, was investigated for two frame types. In addition, in order to ensure hydrogen tanks safety against rear impact load, structural collapse characteristics was estimated for the rear frame model finally produced from the previous optimization process and, with the target of equal collapse characteristics to the current design model, structural modification with small weight increase was studied through static structural collapse analyses. The same attempt was applied to the front side frame. The results explain that the proposed process enables to design light-weighted frames with high structural performance in early stage.

• Advances in Energy Research
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• 제7권1호
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• pp.35-52
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• 2020

The paper proposes a hybrid approach of artificial bee colony (ABC) and grey wolf optimizer (GWO) algorithm for multi-objective and multidimensional engine optimization of a converted plug-in hybrid electric vehicle. The proposed strategy is used to optimize all emissions along with brake specific fuel consumption (FC) for converted parallel operated diesel plug-in hybrid electric vehicle (PHEV). All emissions particulate matter (PM), nitrogen oxide (NOx), carbon monoxide (CO) and hydrocarbon (HC) are considered as optimization parameters with weighted factors. 70 hp engine data of NOx, PM, HC, CO and FC obtained from Oak Ridge National Laboratory is used for the study. The algorithm is initialized with feasible solutions followed by the employee bee phase of artificial bee colony algorithm to provide exploitation. Onlooker and scout bee phase is replaced by GWO algorithm to provide exploration. MATLAB program is used for simulation. Hybrid ABC-GWO algorithm developed is tested extensively for various values of speeds and torque. The optimization performance and its environmental impact are discussed in detail. The optimization results obtained are verified by real data engine maps. It is also compared with modified ABC and GWO algorithm for checking the effectiveness of proposed algorithm. Hybrid ABC-GWO offers combine benefits of ABC and GWO by reducing computational load and complexity with less computation time providing a balance of exploitation and exploration and passes repeatability towards use for real-time optimization.

• 전기학회논문지
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• 제67권12호
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• pp.1729-1734
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• 2018

Recently, interest in environmentally friendly transportation systems has been increasing, and study on railway systems has been aggressively conducted. Therefore, lots of studies have been done in railway advanced countries to improve performance of PWM converter. The research on the PWM converter for railway vehicle was mainly carried out on the converter mounted on railway vehicle such as the high-speed railway and metropolitan railway. In also, a lot of study has been carried out to improve converter performance installed in the ground. The high-capacity transform used in this paper converted from AC 22.9kV to AC 590V. The converter changed from AC 590V to DC 950V. In general, in the case of rectifier, the DC power supply system has a negative impact on inverter control characteristics because it can not avoid the pulsating component. In this study, it was performed current control for high-capacity converter using Matlab Simulink. The PWM converter is normally performed through the voltage and current at starting mode, powering mode, and braking mode. In the light-load test and the on-line test, we have studied for the PWM converter characteristics. Using this research, we have founded that the converter has excellent performance.

• 콘크리트학회논문집
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• 제22권6호
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• pp.797-803
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• 2010

경부 고속철의 PSC 박스거더 교량의 동적응답에 대하여 보다 우수한 평가를 얻기 위한 동적거동해석방법을 개발하였다. 특히, 고속철 차량, 교량 그리고 궤도구조물간의 구조적 상호작용을 고려한 3차원 수치해석모델을 개발하여 고속철 속도에 의하여 발생되는 PSC 교량의 동적응답을 정확하게 해석하고 심도깊은 영향평가를 수행하였다. PSC 박스거더 교량은 40 m 경간의 단순교를 뼈대요소를 사용하여 3차원 프레임 모형화 하였다. K-TGV 고속철 차량은 동력차를 포함하여 다련 38자유도 모형으로 개발하고 차체와 대차의 연직변위, 횡변위, 종변위 및 피칭, 롤링, 요잉을 모두 고려하였다. 동적충격계수는 정적해석결과와 Runge-Kutta 기법으로 산출된 동적해석 결과를 비교 산출하였으며, 고속철 차량 속도에 따른 그 차이를 회귀분석을 통하여 추정실험식으로 제안하였다.

• 한국구조물진단유지관리공학회 논문집
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• 제24권5호
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• pp.45-52
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• 2020

상판과 아치리브, 수직재로 구성된 개복식 상로 아치교는 아치리브 지점 조건과 차량 이동속도에 따라 지점에서의 축력과 모멘트의 정도가 달라진다. 또한 충격계수 정의에는 상판 변위응답뿐만 아니라 다양한 종류의 응답이 고려된다. 본 논문은 양단 고정지점 콘크리트 개복식 상로 아치교에 대해 측정 위치와 응답변수, 수직재의 간격비에 따른 충격계수를 분석하였다. 수직재 간격비가 1/9.375인 기저모델의 경우 이동하중 진입 반대 쪽 아치리브 지점에서 모멘트 기반 충격계수가 가장 큰 값을 보였으며, 이 값은 상판 중앙부 인접지간 변위응답 기반 최대 충격계수와는 비슷한 수준이지만 동일 위치에서의 축력 기반 충격계수에 비해 19% 높은 값이다. 수직재 배열에 있어서 간격비를 기저모델에 비해 1/2로 감소시켰을 경우, 모멘트 기반 최대 충격계수는 기저모델과 유사한 수준이었지만 간격비를 2배 증가시켰을 경우는 기저모델 대비 4.4배 증가하였다.