• 비파괴검사학회지
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• 제31권2호
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• pp.118-126
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• 2011

초음파가진 열화상시험 중 가진 방법이 시편에 가진된 진동의 시스템 응답 특성에 미치는 영향에 대하여 연구하였다. 복잡한 현상을 가진 터빈 블레이드 시편에 가진된 진동의 특성을 분석하기 위하여 고출력 가진이 가능한 초음파 혼이 사용되었다. 초음파 혼에 입력되는 신호의 특성이 가진된 진동의 특성에 미치는 영향에 대하여 연구하였고 블레이드를 클램프에 고정한 후 가진기와 클램프를 연결하는 방법이 진동신호에 미치는 영향에 대해서도 연구하였다. 연구 결과를 통하여 첩(chirp) 입력선호와 볼트를 사용하여 클램프와 혼을 연결하는 방법을 가진 방법으로 제안하였다. 이러한 가진 방법은 다양한 종류의 터빈 블레이드 뿐만 아니라 다른 기계부품들의 시험에 적용될 수 있다.

• 대한전기학회:학술대회논문집
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• 대한전기학회 2003년도 춘계학술대회 논문집 전기기기 및 에너지변환시스템부문
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• pp.429-431
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• 2003

CCTV network has been implemented to transmit the image information of platform, ticket gate and transfer section to local headquarters in the KNR(Korean National Railroad). But, communication system for transferring image information around accident field or wayside has not been established ret. thus, at Present implementation of communication equipment is necessary for dynamic image of unspecified accident to be transmitted to headquarters. Copper cable communication network is run by KNR, but it is processing installation of optical cable in connection with the implemental plan for high-speed network from now on. And, the capacity of communication channel will be guaranteed much more than now between station and station. station and central headquarters when optical cable is completed. This study analyzes the image equipment of field for transmission and estimated matters to transmit image information of accident field to headquarters with using communication infrastructure. And, the study considers implemental method of communication network for long-distance image transmission from dozens to hundreds kilometers.

• 한국안전학회지
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• 제25권5호
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• pp.54-61
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• 2010

The additional axial force of CWR(continuous welded rail) is occurred by structure-track interaction, in reverse, fixed supports of structure are applied the large load by that. Ratio of load which transferred on support through the bridge superstructure with one-side REJ by acceleration and braking load are stated in High-Speed Rail Design Criteria(2005). On the other hand the horizontal forces of support delivered to the load due to thermal loads has been no report about the criteria. Therefore, this study was performed the review of the reaction and displacement on support by structure-track interaction in a special bridge(composite brdiges, 45+55+55+45=200m) with REJ acting on the temperature load. As a result, because fixed support of a special bridge or a continuous bridge with REJ under the temperature load which is constant load has been acted the large lateral load by structure-track interaction, when determining the fixed bearing capacity of structure should be reflected in the results to secure the safety of structures was confirmed.

• 한국통신학회논문지
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• 제30권8C호
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• pp.838-848
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• 2005

전력, 가스, 상하수도, 고속전철 등 국가에서 관리하는 중요핵심기반시설은 대부분 SCADA(Supervisory Control and Data Acquisition) 시스템으로 관리, 운영되고 있다. 최근 이러한 시설들이 사이버 테러 및 해킹, 바이러스 등 에 의하여 원격 조작 및 통제되는 경우 심각한 위험에 빠질 수 있다. 따라서, 중요핵심기반시설에 대한 종합적인 정보보호 관리기법을 수립해야 할 시점에 이르게 되었다. 본 논문에서는 자산, 위협/취약성, 위험도 계산 등의 위험분석 프로세스를 기반으로 정보보호대책(기밀성, 무결성, 가용성) 및 장애처리를 포함한 보안관리 기법을 제안하고자 한다. 이를 위하여 미국, 일본 등 중요핵심기반시설에 대한 정보보호 관리 현황을 알아본다.

• 대한토목학회논문집
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• 제10권3호
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• pp.1-6
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• 1990

다지점지진하중(多支點地震荷重)을 받는 사경문(四徑問) 연속철도교양(連續鐵道橋梁)의 동적거동(動的擧動)을 응답(應答)스펙트럼법(法)에 의하여 조사(調査)하였다. 소진복(小振福)의 진동(振動)과 재료(材料)의 선형(線形)-탄성거동(彈性擧動)을 가정(假定)하였으며, 지반(地盤)-구조물(構造物) 상호작용(相互作用) 효과(效果)는 무시(無視)하였고, 교량(橋梁)의 횡방향(橫方向) 등답(應答)만을 고려(考慮)하였다. 응답(應答)스펙트럼해석(解析)의 결과(結果)는 시간이력해석결과(時間履歷解析結果)와 비교(比較)되었으며 모우드 최대치(最大値)와 지지점운동(支持點運動)의 중량(重量)은 여러가지 조합법칙(組合法則) 즉(卽), Square-Root-Of-Sum-Squares, Double Sum, 그리고 P-Norm Rule을 적용(適用)하였다.

• 한국자동차공학회논문집
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• 제13권1호
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• pp.174-183
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• 2005

A train driving requires to n the fixed distance within given time, and it is desirable to consume low energy if necessary. Reducing energy consumption depends on the train operation modes by either manual or automatic operation. In this article, an operation to reduce energy consumption by changing modes of train operation by a driver without changing the train operation requirement is investigated. The powering model, braking model and consumed energy calculation model are developed, then simulated by using a Matlab software. The accuracy of the train dynamic model established by the simulations is verified by comparing with the real experimental data. Several simulations by various operations in the real track are executed, then the desirable pattern of train driving is found.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2008년도 춘계학술대회 논문집
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• pp.1359-1370
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• 2008

In the track geometry such as rails, sleepers, ballasts and fastener, track deterioration occurs by repetitive train weight and the high-speed railway takes a trend faster than normal. Track deterioration of over threshold value harms ride comfort and furthermore affect in trains safety seriously. An organic and systematic track maintenance system is very important because a trend of the track deterioration effects on track life-cycle and running safety. Also costs of the railway track permanent way and its maintenance are extremely large, forming a significant part of the total infrastructure expenditure. Therefor reasonable and efficient track maintenance has to be planed on a budget. It is required to carry out not only corrective maintenance but preventive maintenance for the track maintenance. In order to perform maintenance jobs in the boundary of the machines and resources given regarding the type and amount jobs, it is necessary to determine feasible or optimal scheduling considering the priority. In this study, the system organization and required functions for the development of track maintenance system supported track deterioration prediction and optimal scheduling are proposed.

• 한국해양공학회지
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• 제26권6호
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• pp.80-85
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• 2012

The methods of robust design optimization (RDO) and reliability-based robust design optimization (RBRDO) were implemented in the present study. RBRDO is an integrated method that accounts for the design robustness of an objective function and for the reliability of constraints. The objective function in RBRDO is expressed in terms of the mean and standard deviation of an original objective function. Thus, a multi-objective formulation is employed. The regressive approximate models are generated via the moving least squares method (MLSM) and constraint-feasible moving least squares method (CF-MLSM), which make it possible to realize the feasibility regardless of the multimodality/nonlinearity of the constraint function during the approximate optimization processes. The regression model based RBRDO is newly devised and its numerical characteristics are explored using the design of an actively controlled ten bar truss structure.

• 조명전기설비학회논문지
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• 제28권12호
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• pp.90-94
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• 2014

Recently, various types of trains are being operated in the same railroad whose designated stop stations are not the same. In other words, each train does not stop at every station. This could cause the pass-through accidents in which a train passes a station where it is supposed to stop. Although the number of train accidents is on the decrease, this type of error is still an important problem to be resolved. It is true that the burdens of train drivers are growing because the number of high speed trains and non-stop stations is increasing in the current railway system. However, another major reason for this accident is that there is no prevention system for these errors in the current train control system although it is being constantly improved. The purpose of this study is to reinforce the train stop system with wireless communication equipment in order to decrease this type of accident and to maximize the safety of railway transportation.

• 한국음향학회지
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• 제34권1호
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• pp.52-59
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• 2015

국내 철도의 환경 소음 예측을 위해서 기존에는 총합 소음도의 거리별 경험식에 기초한 모델을 이용하였던 바, 교량 주변 소음도를 계산하는 데에도 거리만의 함수를 이용하였다. 그러나 콘크리트교에서는 수음점의 거리뿐만 아니라 위치에 따라서도 소음도가 변화한다. 본 논문에서는 철도 콘크리트교에서 교량 상판에 의한 회절 및 지면 효과를 고려한 소음전파 예측모델을 도출하였으며, 이때 ISO 9613-2의 소음 전파 모델을 이용하였다. 고속철도 콘크리트 교 주변 소음도에 대한 예측값을 실제 측정결과와 비교하였으며, 그 결과 본 예측 모델이 비교적 작은 오차를 냄을 확인하였다.