• 한국철도학회논문집
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• 제15권1호
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• pp.88-95
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• 2012

현재 도시철도의 열차운행계획 수립과정은 열차 운용에 필요한 철로의 구조, 역사 내 철로 구조, 차량 정비시간 등 다양한 제약조건을 고려하여 이루어 지기 때문에, 매우 복잡한 구조를 가지게 되는 문제점이 있다. 이러한 문제점들로 인하여 다양한 열차운행 시간표(Time-Table)에 대한 비교 분석에 큰 어려움이 있다. 본 연구는 도시철도 운행계획 수립의 효율성 및 체계성을 제고하기 위하여, 철도 운행계획 수립 과정 중 수립 가능한 다양한 차량 시간표(Time-Table)의 기대효과를 열차다이아 작성 이전에 비교분석하여 가장 효과적인 차량 투입계획 및 운행일정을 선정할 수 있도록 하는 방법론을 제시하고자 한다. 본 연구에서는 열차 운행 시간표(Time-Table)을 분석하기 위하여 Line-Blocking 이론을 활용하였으며 광역철도 4호선중 사당~안산 구간을 대상으로 사례 분석하였다.

• 한국철도학회논문집
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• 제17권4호
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• pp.251-259
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• 2014

교량/토공 접속부는 교량에서 토공으로 또는 그 반대방향으로 옮겨가는 구간으로 궤도 하부구조의 지지강성이 급격히 변화하기 때문에 차량 주행안정성에 매우 큰 영향을 미친다. 과거 유도상궤도를 사용할 때에는 접속부에 대한 성능요구조건이 높지 않았으나, 운행속도가 고속화되고 콘크리트궤도가 도입되면서 유지보수와 열차주행안정성에 상당한 영향을 미침에 따라 높은 성능수준을 요구하고 있다. 이에 본 논문에서는 기존의 교량/토공 접속구조의 단점을 보완하고 성능을 개선하기 위한 방안으로 토목섬유와 시멘트처리채움재로 보강된 접속구조를 제안하고 실물가속시험을 통한 성능평가를 수행하였다. 제안된 접속구조는 토목섬유를 이용하여 어프로치블럭을 보강하는 방안으로써 보강토 교대와 유사한 구조를 가지며, 사용재료는 시멘트처리된 흙자갈을 적용함으로써 유용토의 활용을 증대시키고 우수의 침입을 저감시켰다. 실물가속시험항목은 구조별 탄성변위, 누적 침하, 함수비, 교대에 작용하는 수평 및 수직 토압이며, 비교검토를 통해서 장기공용성능의 개선정도를 파악하고자 기존 접속구조와 제안 접속구조에 대한 시험을 동일조건하에서 수행하였다. 실물가속시험 결과, 제안구조가 침하 및 토압경감 측면에서 우수한 성능을 나타내었고 함수비 변동에 대해서도 저항성이 높은 것으로 나타났다.

• 제어로봇시스템학회:학술대회논문집
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• 제어로봇시스템학회 2001년도 ICCAS
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• pp.67.2-67
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• 2001

In the adaptive fuzzy sliding mode control, from a set of fuzzy IF-THEN rules adaptive fuzzy sliding mode control whose parameters are adjusted on-line according to some adaptation laws is constructed for the purpose of controlling the plant to track a desired trajectory. Most of the research works in nonlinear controller design using fuzzy systems consider the affine system with fixed grid-rule structure based on system state availability. The fixed grid-rule structure makes the order of the controller big unnecessarily, hence the on-line fuzzy rule structure and fuzzy observer based adaptive fuzzy sliding mode controller is proposed to solve system state availability problems. Therefore adaptive laws of fuzzy parameters ...

• Smart Structures and Systems
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• 제7권5호
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• pp.349-363
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• 2011

To assess the performance of a structure requires the measurement of global and relative displacements at critical points across the structure. They should be obtained in real time and in all weather condition. A Global Navigation Satellite System (GNSS) could satisfy the last two requirements. The American Global Position System (GPS) provides long term acquisitions with sampling rates sufficient to track the displacement of long period structures. The accuracy is of the order of sub-centimetres. The steel building which hosts the authors' laboratory is the reference case-study within this paper. First a comparison of data collected by GPS sensor units with data recorded by tri-axial accelerometers is carried out when dynamic vibrations are induced in the structure by movements of the internal bridge-crane. The elaborations from the GPS position readings are then compared with the results obtained by a Finite Element (FE) numerical simulation. The purposes are: i) to realize a refinement of the structural parameters which characterize the building and ii) to outline a suitable way for processing GPS data toward structural monitoring.

• 한국철도학회:학술대회논문집
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• 한국철도학회 2008년도 추계학술대회 논문집
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• pp.1043-1049
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• 2008

Trouble by excessive axial stress in CWR layed on a bridge is frequently happen, and this problem is induced from lack of considering on the track/structure interface on preliminary design stage. In this study, the sensitivity evaluation for the major influencing parameters, that is, expansion length of span, stiffness of super structure, arrangement of bearing, and strength of sub-structure, to the axial force in CWR on a bridge is conducted. From the sensitivity study, the guideline to reduce axial force efficiently in CWR for bridge engineer was suggested. The suggested guideline may not applicable for every case, but it is helpful for preliminary design of bridge.

• Wind and Structures
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• 제34권4호
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• pp.335-353
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• 2022

The current work numerically investigates the transient force and dynamic response of an overhead transmission tower-line structure caused by the passage of a high-speed train (HST). Taking the CRH2C HST and an overhead transmission tower-line structure as the research objects, both an HST-transmission line fluid numerical model and a transmission tower-line structure finite element model are established and validated through comparison with experimental and theoretical data. The transient force and typical dynamic response of the overhead transmission tower-line structure due to HST-induced wind are analyzed. The results show that when the train passes through the overhead transmission tower-line structure, the extreme force on the transmission line is related to the train speed with a significant quadratic function relationship. Once the relative distance from the track is more than 15 m, the train-induced force is small enough to be ignored. The extreme value of the mid-span dynamic response of the transmission line is related to the train speed and span length with a significant linear functional relationship.

• 제어로봇시스템학회:학술대회논문집
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• 제어로봇시스템학회 1996년도 Proceedings of the Korea Automatic Control Conference, 11th (KACC); Pohang, Korea; 24-26 Oct. 1996
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• pp.201-206
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• 1996

This paper presents a new information processing machine which is called artificial brain(ABrain) and considers the structure of artificial neural networks constructed in a RICOH neurocomputer RN-2000 in the ABrain, in order to track given trajectories which are produced in a micro-computer or a moving light by hand in a recognition and tracking system.

• 전자공학회논문지B
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• 제29B권11호
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• pp.31-35
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• 1992

This paper presents a decentralized adaptive controller design for a robot manipulator to track the given desired trajectory in the joint space. The controller is of distributed structure and does not require the complex manipulator dynamic model, thereby it is computationally very efficient. Each joint is independently controlled by a PID feedback part and a velocity-acceleration feedforward part. Simulation results for a two-link direct drive manipulator conform that the proposed decentralized scheme is feasible.

• 한국마이크로전자및패키징학회:학술대회논문집
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• 한국마이크로전자및패키징학회 2001년도 추계 기술심포지움
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• pp.222-225
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• 2001

Optical disk drives read information by replacing a laser beam on the disk track. As information has become larger, the more accurate position control of a laser beam is necessary. In this paper, we report the analysis and fabrication of the micro mirror for optical disk drivers. The mirror was fabricated by using MEMS technology and it's characteristics investigated. Also, electrode structure for reducing squeeze effect was discussed.

• 대한전기학회논문지
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• 제43권2호
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• pp.339-345
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• 1994

A new filter-bank is proposed in order to track center frequency of narrow band signal. The two banks are connected in series-parallel. The master filter bank which is made of traditional filter bank detects the center frequency roughly. And the performance for tracking center frequency is greatly improved by the slave filter bank which is based on energy-difference estimator. Computer simulations show that it achieves a good tracking accuracy.