• The KIPS Transactions:PartA
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• v.8A no.4
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• pp.419-428
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• 2001

Advances in circuit and integration technology are continuously boosting the speed of processors. One of the main challenges presented by such developments is the effective use of powerful processors in shared memory multiprocessor system. We believe that the interconnection problem is not solved even for small scale shared memory multiprocessor, since the speed of shared buses is unlikely to keep up with the bandwidth requirements of new powerful processors. In the past few years, point-to-point unidirectional connection have emerged as a very promising interconnection technology. The single slotted ring is the simplest form point-to-point interconnection. The main limitation of the single slotted ring architecture is that latency of access increase linearly with the number of the processors in the ring. Because of this, we proposed the dual slotted ring as an alternative to single slotted ring for cache-based multiprocessor system. In this paper, we analyze the proposed dual slotted ring architecture using new snooping protocol and enforce simulation to compare it with single slotted ring.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.31 no.5A
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• pp.351-360
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• 2011

Jacket-type offshore structures are always exposed to severe environmental conditions such as salt, high speed of current, wave, and wind compared with other onshore structures. In spite of the importance of maintaining the structural integrity for offshore structure, there are few cases to apply structural health monitoring (SHM) system in practice. The impedance-based SHM is a kind of local SHM techniques and to date, numerous techniques and algorithms have been proposed for local SHM of real-scale structures. However, it still requires a significant challenge for practical applications to compensate unknown environmental effects and to extract only damage features from impedance signals. In this study, the impedance-based SHM was carried out on a 1/20-scaled model of an Uldolmok current power plant structure under changes in temperature and transverse loadings. Principal component analysis (PCA) was applied using conventional damage index to eliminate principal components sensitive to environmental change. It was found that the proposed PCA-base approach is an effective tool for long-term SHM under significant environmental changes.

• Proceedings of the Korean Vacuum Society Conference
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• 2000.02a
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• pp.89-89
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• 2000

AlN 박막은 Al과 N원자의 부분적 이온결합 특성을 가진 공유결합을 한 육방정계의 wurtzite 경정구조의 화합물 반도체로서, III-V족 반도체 중 가장 큰 에너지 갭(6.2 eV), 결정 구조적 이방성, 화학 양론적 결합구조, 높은 탄성종과 전달속도(약 10$\times$106 m/s)와 높은 열전도도, 고온 안정성, 가시광성.적외선 영역에서의 좋은 투과성과 높은 굴절률, 상온 대기압에서의 유일하게 안정적인 특성을 가지고 있어, 절연재료, 내열재료, 저주파 영역 센서의 압전 트랜스듀서, 광전소자, 탄성파 소자 및 내환경 소자, MIS소자 등으로 주목받고 있다. 본 연구에서는 BAW 공진기의 활용을 목적으로 반응성 마그네트론 스퍼터링 방법으로 AIN 압전박막을 제작하여, 증착 조건-질소 농도, 고주파 출력, 전체 스퍼터링 압력, 기판 온도-에 대한 박막의 특성을 조사하였다. AlN 박막의 c축 우선 방위 결정성 및 낮은 투과성, 적당한 굴절률의 특성이 BAW 공진기의 활용을 위한 요건이므로, 각각의 증착 조건하에 제작된 박막은 XRD의 $\theta$/2$\theta$ 스캔 회절상에 의한 결정성의 분석과 우선 성장 결정면의 rocking curve 및 XRD로 측정한 FWHM과 표준 편차로 결정성의 배열성과 소자 응용가능성을 조사하였다. 박막의 표면.단면 미세 구조 및 평활도는 SEM으로 관찰하였으며, Al-N 결합 상태는 XPS와 FT-IR로 분석 조사하였다. 제작된 AlN 박막의 결정성 분석 결과, c축 우선 방위 성장을 위한 스퍼터링 압력에 대한 임계 질소 농도와 임계 스퍼터링 압력이 관찰되었다. 전체 스퍼터링 압력이 6~8 mTorr의 범위에서 나타난 최소 임계질소 농도는 10%, 최대 임계 질소 농도는 60%이며, 4 m Torr 이하 10 m Torr 이상의 전체 스퍼터링 압력에서 박막의 우선 방위성장이 제재된다. 이는 AlN 박막이 형성에 관여하는 질소 이온 양의 충분한 형성에 필요로 하는 질소 가스의 유입량에 따른 것으로 판단된다. AlN 박막의 c축 결정면인 (002) 결정면의 성장을 유도하며 다른 방향으로의 성장을 제어하여 소자 활용에 유용한 박막을 제작하기 위한 고주파 출력은 300W 정도가 적당하며, 기판을 가열하지 않았을 때 낮은 투과도를 나타낸다. 본 연구에 의한 BAW 공진기 활용을 위한 AlN 압전박막의 제작을 위한 최적 증착 조건은 기판의 가열 없이 6~8 mTorr의 전체 스퍼터링 압력에 20~25%의 질소종도, 300W의 고주파 출력이다. 최적 조건에서의 AlN 박막은 약 0.19$^{\circ}$의 FWHM과 약 0.08$^{\circ}$의 표준편차를 가지며, 균일하고 조밀한 표면 미세구조와 주상정 구조의 측면구조, 파장에 대한 약 2.0의 굴절률, 낮은 투과도와 화학 양론적 구조를 가지는 우수한 박막이 형성되었다.

• Journal of the Korea institute for structural maintenance and inspection
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• v.18 no.1
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• pp.174-182
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• 2014

To monitor the wind-induced responses of buildings, conventional real-time kinematic (RTK) methods based on two global positioning system (GPS) receivers (e.g., a reference and a rover) are widely applied. However, these methods can encounter problems such as difficulty in securing and maintaining a space for a reference station. With the recently developed virtual reference station (VRS)-RTK approach, the position of a structure can be measured using only a rover receiver. In this study, to evaluate the applicability of VRS-RTK methods in monitoring the lateral structural responses of frame structures, we performed free vibration tests on a one-story frame model (the first natural frequency of 1 Hz) and a three-story frame model (the first natural frequency of 0.85 Hz). To assess the reliability of the displacement and acceleration responses measured by the GPS, we performed a concurrent measurement using laser displacement sensors and an accelerometer. The accelerometer results were consistent with the GPS measurements in terms of the time history and frequency content. Furthermore, to derive an appropriate sampling rate for the continuous monitoring of buildings, the errors in the displacement responses were evaluated at different GPS sampling rates (5, 10, 20 Hz). The results indicate that as the sampling rate increased, the errors in the displacement responses decreased. In addition, in the three-story model, all modal components (first, second, and third modes) could be recorded at a sampling rate of 20 Hz.

• Journal of the Korea Institute of Information and Communication Engineering
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• v.8 no.8
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• pp.1719-1724
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• 2004

In this paper, we have proposed a new structure of LDMOST, which has been expected as a next generation RF power device, to improve the BV(Breakdown Voltage) characteristics. The proposed structure, named external field ring, is formed around a drift region by the three dimensional structure. The external field ring relieves the electric field in the drift region and improves the BV characteristics. By the three dimensional TCAD simulations, it was found that the BV of LDMOST was increased by the increase of the junction depth and doping concentration of the external field ring. Therefore, the BV characteristics of the LDMOST can be remarkably improved by addition of external field ring using an existing p+ sinker process.

• Proceedings of the Korean Information Science Society Conference
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• 2008.06b
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• pp.405-410
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• 2008

성능 / 에너지를 강조하는 현재의 멀티코어 추세에서 임베디드 시스템에 사용되는 대부분의 프로세서들은 단일 프로세서와 메모리를 버스 형태로 연결하여 구현하였다. 하지만 칩 내부의 프로세서 코어 수가 증가 하게 되면, 기존 버스 형태의 구조는 제한된 대역폭으로 인하여 확장성이 제약된다. 본 논문에서는 멀티코어 프로세서에서 사용 가능한 기존 연결 망 구조들을 분석하고, 기존 계층적 링 구조에서의 지연 시간 문제를 극복하여 성능을 개선할 수 있는 새로운 이중 광역 계층 링 구조를 제안한다.

• Journal of the Korean Society for Aeronautical & Space Sciences
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• v.32 no.6
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• pp.49-55
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• 2004

The increase of computing power makes stochastic optimization algorithms available in structural design. One of the stochastic algorithms, simulated annealing algorithm, has been applied to various structural optimization problems. By applying several cooling schedules such as simulated annealing (SA), Boltzmann annealing (BA), fast annealing (FA) and adaptive simulated annealing (ASA), truss structures are optimized to improve the quality of objective functions and reduce the number of function evaluations. In this paper, many cooling parameters have been applied to the cooling schedule of ASA. The influence of cooling parameters is investigated to find the rules of thumb for using ASA. Tn addition, the cooling schedule combined with BA and ASA is applied to the optimization of ten bar-truss and twenty five bar-truss structure.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.21 no.6
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• pp.607-613
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• 2008

A monitoring system for the subway structures using prestrained FBG sensors fixed with partially stripped fibers was developed. The sensor packages had pre-strain controllable fixtures. Tensile and compressive strain of the structure could be measured without slip. The FBG sensor system was applied to the concrete lining structure in Taegu subway. Near the structure, the narrow tunnel construction, for the electric power cables and telecommunication cables, started. We wanted to measure the deformations of the subway structures due to the construction by the FBG sensor. The applied sensors had the gauge length of 1 meter to overcome the inhomogeneity of the concrete material with enough length. In order to fix tightly to the structure, the partially stripped parts of the sensor glued to the package and slip phenomenon between fiber and acrylate jacket was prevented. Prestrain of the sensor was imposed by controlling the two fixed points with bolts and nuts in order to measure compressive strain as well as tensile strain. The behavior of subway lining structure could be monitored very well.

• Composites Research
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• v.28 no.4
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• pp.148-154
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• 2015

In order to detect damage in early stages and properly maintaining structures, the structural health monitoring technology is employed. In most cases, active-sensing SHM needs many piezoelectric (PZT) sensors and actuators. Thus, if there is a defect on PZT used for active-sensing SHM, the structural status could be misclassified. This study, for reliable SHM performance, investigated to detect defects of sensors by using the admittance-based sensor diagnostics. This study also introduced an algorithm that can diagnose sensor defects based only on data measured from the sensors in case that information about the changes in adhesive and environmental investigation, this study confirms that the proposed algorithm could be efficiently applied to real-world structures in which a significant temperature variation could take place.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.34 no.2
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• pp.77-84
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• 2021

A sampling-based approach was devised as a nuclear seismic probabilistic risk assessment (SPRA) method to account for the partially correlated relationships between components. However, since this method is based on sampling, there is a limitation that a large number of samples must be extracted to estimate the results accurately. Thus, in this study, we suggest an effective approach to improve the existing sampling method. The main features of this approach are as follows. In place of the existing Monte Carlo sampling (MCS) approach, the Latin hypercube sampling (LHS) method that enables effective sampling in multiple dimensions is introduced to the SPRA method. In addition, the degree of segmentation of the seismic intensity is determined with respect to the final seismic risk result. By applying the suggested approach to an actual nuclear power plant as an example, the accuracy of the results were observed to be almost similar to those of the existing method, but the efficiency was increased by a factor of two in terms of the total number of samples extracted. In addition, it was confirmed that the LHS-based method improves the accuracy of the solution in a small sampling region.