• Journal of the Institute of Electronics Engineers of Korea SD
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• v.46 no.3
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• pp.32-40
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• 2009

In order to reduce time-to-market, the demand for fast fault diagnosis has been increased. In this paper, a fault dropping technique with fault candidate ordering and test pattern ordering for fast fault diagnosis is proposed. Experimental results using the full-scanned ISCAS 89 benchmark circuits show the efficiency of the fault dropping technique with fault candidate ordering and test pattern ordering.

• Journal of Advanced Navigation Technology
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• v.14 no.5
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• pp.677-683
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• 2010

In this paper, a channel estimation scheme for high-speed Binary CDMA systems is proposed and its performances are investigated. In high-speed Binary CDMA which adopt high order modulations, since BER(bit error rate) performances are deteriorated when equalizer does not converge enough during preamble period it is preferred to set the optimum coefficients of equalizer through channel estimation. In this paper, taking notice of repetition of CAZAC sequence in preamble period, a channel estimation scheme is proposed, which can improve estimation performances with few complexity increase. From the simulation results, one can see that the proposed channel estimation scheme can be implemented simply with no performance deterioration compared to the conventional one.

• Proceedings of the KIPE Conference
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• 2017.07a
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• pp.325-326
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• 2017

태양광 발전의 DC 전압 출력 및 케이블을 이용한 해상풍력 발전과 같은 신재생 에너지 이용이 증대되고 있다. 또한, 에너지의 전력전송 대용량화에 따른 기존의 AC 전력전송 방식을 개선한 DC 전력전송에 대한 연구가 활발히 연구되고 있다. DC 전력전송은 송전선로의 원거리화 및 절연내력의 저감과 같은 장점이 있으나, 전류 차단 시 큰 아크로 인하여 고속차단기 구성이 매우 어렵다는 단점이 있다. 최근에는 DC 전력전송에 있어서 큰 과제인 고속차단을 위해 전자식 차단기에 대한 연구가 이루어지고 있다. 이러한 전자식 차단기를 구성할 경우 차단기 투입 시 큰 돌입전류와 입출력 절연저항이 기존 차단기보다 낮아지는 단점으로 인해 매우 큰 아크가 발생한다. 본 논문에서는 고 전압 대 전류에 적합하고 피크성 전압/전류에 강인한 소자인 SCR을 이용한 전자식 DC 차단기 연구를 진행하였다.

• Proceedings of the IEEK Conference
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• 1999.11a
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• pp.93-96
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• 1999

ATM을 근간으로한 초고속 정보 통신망은 융통성 및 효율성, 고속의 정보 전송 능력으로 인해 미래의 통신망으로 자리잡을 것으로 예상되며, 이와 같은 초고속 정보 통신망은 완전히 구축되기 전까지는 프레임릴레이 등과 같은 기존의 망들과 혼용해서 사용될 것이기 때문에 망 발전의 중간 단계에서 경제성이나 기술의 효용성 문제로 기본망과의 연동 연구는 매우 중요하다고 할 수 있다. 이에 따라 본 논문에서는 교환 가상 채널(Switched Virtual Channel SVC) 기반의 제어평면 연동을 고려하여 프레임 릴레이와 ATM간의 신호 연동을 중심으로 망간 연동 프로토콜을 설계하고 검증하였다.

• Proceedings of the Optical Society of Korea Conference
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• 2003.02a
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• pp.90-91
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• 2003

대부분의 가공기 혹은 측정기에 있어 이송테이블은 그 기능수행의 기본을 담당하고 있으며 이송테이블의 운동 정밀도와 고속화는 목표하는 정밀도와 생산성으로 직결된다. 종래에는 형상특성, 열변형 등의 계통 오차만을 오프라인(Off-line)으로 측정하고 소프트웨어적으로 보상하는 방법을 사용하였으나 초정밀 분야에서 요구되는 테이블의 운동정밀도는 기계적 강성한계를 넘는 정밀도이므로, 테이블 이송 시 발생하는 운동오차를 실시간으로 측정하고, 보상할 수 있는 온라인(On-line)개념의 능동형 보상이 필요하다. (중략)

• Journal of the Korea Academia-Industrial cooperation Society
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• v.20 no.4
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• pp.1-8
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• 2019

In the rapidly aging society, the number of wheelchair users is increasing steadily. On the other hand, it is almost impossible for a disabled person using a wheelchair to use express buses. Therefore, it is necessary to develop an express bus that can secure the rights of wheelchair users. For these special types of express buses, it is required to develop a special entrance and lift system. The development of a wheelchair entrance system for the express buses requires design modification, retrofit, and reinforcement of the bus frame. This study evaluated the structural integrity of an entrance system for wheelchair users using a finite element method. Torsional stiffness and modal analysis were performed through structural analysis. Through sensitivity analysis, optimization was performed to reduce the weight of the frame. These results on the wheelchair entrance system are expected to be utilized in the vehicle modification and welfare industries.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.19 no.11
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• pp.561-567
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• 2018

This study was carried out to improve the ride quality of high-speed electric multiple unit. Through dynamic analysis of the HEMU-430X, the range of the equivalent conicity with a critical speed of 300 km/h was between 0.05 and 0.25. The initial adopted wheel profile of HEMU-430X was S1002. The equivalent conicity of S1002 with the mileage of more than 40,000 km was about 0.033 and it was confirmed that XP55 is more suitable for stable operation because XP55 has the equivalent conicity of over 0.061. In order to improve ride quality of high-speed electric multiple unit, the change of installation angle of the yaw damper was suggested from $7.35^{\circ}$ to $0^{\circ}$. From sensitivity analysis and optimization, the air spring lateral and vertical stiffness was suggested to be reduced by 30% and the secondary vertical and lateral damper damping coefficient was increased by 50%. By applying this, it was expected that the car body acceleration could be improved by about 20% on average. The HEMU-430X's yaw damper installation angle was changed to $0^{\circ}$ and the damping coefficient of the lateral damper was increased by 30%. When the test run was carried out at the speed of 300 km/h on the Kyungbu high-speed line, the vehicle lateral acceleration had improved by 34.3%. The effect of additional improvement measures proposed in this paper will be tested in the on track test. The riding quality improvement process used in this study can be used to solve ride quality problems that can occur in commercial operation of high-speed electric multiple unit in the future.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.30 no.3A
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• pp.211-219
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• 2010

The design concept of high speed railway bridges is applied to a method for increasing the stiffness of existing bridge structures considering the impact factor by a static load. Generally, the process of structural design would be relied upon an advanced foreign technology. However, the dynamic amplification factor (DAF) and dynamic capacity assessment of high speed railway bridges may be conducted essentially a detailed estimation because the resonance phenomenon is affected by the long length (380 m) and high speed (300 km/h) moving of a high speed railway (Korea Train eXpress: KTX). Therefore, this study will be examined the dynamic capacity of the typical PSC Box Girder high speed railway bridge efficiently, and offered the basic information for the reasonable structural design. For this, the static analysis is conducted considering the load line diagram of KTX based upon existing references. In addition, the KTX moving load is transformed into the time series load considering various analytical variables. The time history analysis is assessed reasonable using the transformed time series load. At that time, analytical variables for calculating the time series load are considered loading node distance, time increment and KTX velocity variation etc. The dynamic capacity of the PSC Box Girder high speed railway bridge is examined based upon the FE analysis result systematically. The structural safety is assessed quantitatively in accordance with the related regulation of the inside and outside of the country.

• Journal of the Institute of Electronics Engineers of Korea TC
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• v.43 no.5 s.347
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• pp.137-146
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• 2006

IP address lookup has become a major bottleneck of packet forwarding and a critical issue for high-speed networking techniques in routers. In this paper, we propose an efficient high-speed IP address lookup scheme using adaptive multiple hashing and prefix grouping. According to our analysis results based on routing data distributions, we grouped prefix lengths and selected the number of hash functions in each group adaptively. As a result, we can reduce collisions caused by hashing. Accordingly, a forwarding table of our scheme has good memory efficiency, and thus is organized with the proper number of memory modules. Also, the proposed scheme has the fast building and searching mechanisms to develop the forwarding table only during a single memory access.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.28 no.1A
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• pp.95-104
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• 2008

Dynamic behaviors of the two-span continuous bridge which is one of prototypes on Gyoung-Bu high-speed railway are analyzed and some methods for reducing the resonance of the bridge are proposed. The bridge is modeled as a two-span continuous beam and the load is a vehicle of TGV-K (2p+18T) with length of 380.15 meter traveling on the railway bridge at some constant velocity. The equations governing the dynamic behaviors of the bridge are partial differential equations produced by using a system with distributed mass and elasticity. The analysis of the governing equations is performed by the mode superposition method which has modal coordinates solved by Duhamel's integral. Without considering the train velocity the dynamic reponses can be greatly reduced at some special lengths of bridge. It is different from the results of simple bridges researched so far. When the dynamic responses increase rapidly to make a resonance phenomenon depending on the train velocities, the several methods are proposed to deduce the resonance.