• 한국철도학회:학술대회논문집
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• 한국철도학회 1999년도 춘계학술대회 논문집
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• pp.414-421
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• 1999

In this paper, the simplified method for 2-dimensional train/track/bridge interaction analysis is utilized in the analysis of dynamic behavior of bridges in which the eccentricity of axle loads and the effect of the toriosnal forces acting on the bridge are included for the more accurate train/track/bridge interaction analysis. Inverstigations mainly into the influence of vehicle speed on train/track/bridge interactions are carried out for the two cases. The first case is that only train and bridge are considered in the modelling and the other case is that train, track and bridge are considered.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2008년도 추계학술대회 논문집
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• pp.854-863
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• 2008

A high attention has been paid on the running safety of Korean high-speed train, KTX. In running of KTX on bridge, the running unsafety problem issued from a resonance phenomenon of bridge, which was usually caused by the periodic wheel-loads of train. Therefore, many researches on this running safety of train on bridge have been conducted by domestic or foreign researchers. In this paper, for PSC box-girder bridge which is the representative high-speed railway bridge type, some numerical analyses on the dynamic characteristics of bridge with the non-periodic wheel-loads through vehicle size adjustment were performed. These numerical analyses shows the fact that the resonance phenomenon on bridge was mitigated through vehicle size adjustment. Additional numerical analyses on the vibration reduction of bridge in accordance with the location of size-adjusted vehicle were performed. From these results, it was represented that the adjustment of vehicle size has an effect on the running safety of train as well as the ride comfort.

• 한국자동차공학회논문집
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• 제7권5호
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• pp.206-212
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• 1999

In this paper, the transmission error of a atar type Epicyclic Gear Train (EGT) has been studied. Dynamic analysis has been executes calculate the rotation angle of the input and output shafts at various loads. Transmission Error of EGT has been measured to compare with the analysis results. There are qualitative similarity between the experimental and analytical results.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2000년도 춘계학술대회 논문집
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• pp.116-122
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• 2000

This paper presents a simulation method with constant power model for the train load. In power system simulation loads could be modeled as a constant power, constant current, constant Impedance or a function of voltage and frequency. At this time, however, representing a train load as the function is difficult because of the lack of data. Therefore as a first step, simulation method with a constant power model fer a train is studied, and the test result is compared with the simulation result using the constant Impedance model.

• 조명전기설비학회논문지
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• 제20권7호
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• pp.29-37
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• 2006

고속철도는 동기 전동기를 제어하기 위한 컨버터 및 인버터를 포함한 많은 비선형 부하를 가지고 있다. 이들 비선형 부하에 의한 고조파는 크기가 클 뿐만 아니라 시간에 따라 변하는 특성을 나타내었다. 부하 용량이 매우 크기 때문에 전력회사에 미치는 영향이 클 뿐만 아니라 이웃 수용가의 전력시스템에 주는 영향 또한 고려되어야 한다. 본 논문에서는 시간에 따라 변하는 고조파를 측정하고 국제 기준인 IEEE 519와 IEC 61000-3-6에 의해 누적확률을 사용하여 평가하였다.

• 조명전기설비학회논문지
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• 제21권2호
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• pp.71-77
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• 2007

고속열차는 전력계통에 전압 변통을 일으키며 시간에 따라 변하는 비선형 부하이다. 시간에 따라 변하는 부하를 해결하기 위해 쓰이는 가장 보편적인 방법은 누적확률을 사용하는 것이다. 플리커는 전압 변동의 크기에 따라 램프의 방출 변화에 의한 인간의 지각 효과로 정의된다. 본 논문에서는 고속열차 부하의 고조파 및 플리커 측정을 심도있게 분석한다. 그리고 측정 결과는 국제 기준인 IEC 61000-3-6과 IEC 61000-3-7에 의해 평가하고자 한다.

• 대한토목학회논문집
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• 제9권2호
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• pp.1-10
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• 1989

본 연구에서는 열차가 일정한 속도로 주행할 때 트러스교에 얼어나는 동적응답을 구해보았다. 해석은 Householder 변환과 QL법을 이용하여 고유치해석을 실시한 후 이를 토대로 모든중첩법에 의해 동적응답을 구했으며, 이것의 타당성을 밝히기 위해서는 먼저 아주 느린 속도로 하중이 주행할 때 얻어지는 응답을 정적해석프로그램에 의한 결과치와 비교하였고, 동적응답은 직접 적분법에 의한 결과 치와 비교해 보았다. 그리고 이를 토대로 열차의 속도와 형태의 변화에 따른 동적확대계수의 변화를 살펴보았으며, 또한 그것들을 시방서 규정과 비교해 보았다. 그 결과 열차의 속도가 낮은 경우 동적확대계수는 열차의 형태에 관계없이 비교적 낯은 값이 있었으나 속도가 높아질수록 형태에 따라 크게 다르고, 전도차 및 U. I. C. 하중의 경우는 그값이 시방서 규정을 초과하는 경우도 있음을 알수 있었다.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2011년도 정기총회 및 추계학술대회 논문집
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• pp.268-274
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• 2011

In railway, Ballast plays an essential role as intermedium in transmitting train load to subgrade safely. Gyoung-Bu HSL 1st phase consists of ballasted track except for over 5km long tunnels. Ballast track occurred track irregularity by train loads and requires periodic maintenance work. However, Repetitive train operation and tamping work cause to accelerate track irregularity and ballast deterioration such as abrasion and crushing. For these reason, Track irregularity areas had occurred ballast cleaning work to improve track quality. However, for the train to run safety, ballast cleaner working area needs train speed reduction and track stabilization work due to ballast relaxation and initial settlement. In this study, according to train speed-up and cumulative traffic tonnage, we measured and analyzed the track settlement and acceleration of sleepers to evaluate of track stabilization in order to keep the ballast condition stable after cleaning work.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2011년도 정기총회 및 추계학술대회 논문집
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• pp.1674-1680
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• 2011

As the speed of train increases, the effects of the pressure wave generated by the train are becoming more important. To calculate characteristics of the pressure wave generated by a high-speed train passing through a tunnel, several methods are simulated. The pressure waves give rise to large pressure transients which impose the fluctuating loads on the train. It is highly that the pressure transients should be predicted to design the tunnel size and to improve the comfortableness of passengers. In this study, the pressure transients were numerically simulated for a wide range of train speed and compared with the previous verified paper. The simulation results were agreed with the paper, and the characteristics of pressure wave made clear.

• 소음진동
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• 제11권2호
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• pp.354-364
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• 2001

The vibration induced by high speed train running on rail is dealt with as an environmental problem. The train induced vibration is characterized by moving loads at specific frequencies and soil conditions. In fact, it is predicted that the vibration sources are involved the wheel distance, number of cars, speed of operation, drift of rails, structural born vibration, etc. In this paper the characteristics of transferring vibration induced by the high-speed train in operation is discussed. Field measurements was conducted at region from Chungnam Yungj So-jung-myan to Chungbuk Chungwon hyun-do-myun. In the near future. these data will be used as the fundamental data for establishment of the countermeasure for vibrational reduction of high speed train using the results of the field measurements and quantitative prediction of the vibration level