• 한국산업정보학회논문지
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• 제11권2호
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• pp.40-47
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• 2006

반복학습제어는 특정목적 궤도의 반복작업을 수행하는 정밀도를 개선하는 제어기를 개발하는 기술이다. 기존 연구에서는 수직다물체의 반복정밀도를 개선하기 위하여 누적학습제어와 적응제어 기법을 한 반복영역에서 동시에 실시하는 기법을 개발하였다. 당초 이 기술은 생산조립라인의 산업용 로봇에서 발생하는 반복정밀도를 개선하기 위해 개발하였으며, 특히, 분산학습기법은 산업용 로봇에서 발생하는 실질적 제어 방식에 유효한 기법이다 본 논문에서 개발한 제어기술은 한 반복영역의 모든 시간대의 입출력 정보를 동시에 학습하기 보다는 매 시간대의 입출력 정보를 각 시간대 마다 충분히 학습하고 다음 시간대의 정보를 학습하는 것이다. 본 논문에서 개발한 기술을 산업용 로봇과 의료기기에 적용하면 수직다물체의 정밀도 품질보증 확보에 큰 기여를 하게 된다.

• 대한원격탐사학회지
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• 제25권6호
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• pp.547-557
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• 2009

LIDAR (LIght Detection And Ranging) is an active remote sensing technology which provides 3D coordinates of the Earth's surface by performing range measurements from the sensor. Early small footprint LIDAR systems recorded multiple discrete returns from the back-scattered energy. Recent advances in LIDAR hardware now make it possible to record full digital waveforms of the returned energy. LIDAR waveform decomposition involves separating the return waveform into a mixture of components which are then used to characterize the original data. The most common statistical mixture model used for this process is the Gaussian mixture. Waveform decomposition plays an important role in LIDAR waveform processing, since the resulting components are expected to represent reflection surfaces within waveform footprints. Hence the decomposition results ultimately affect the interpretation of LIDAR waveform data. Computational requirements in the waveform decomposition process result from two factors; (1) estimation of the number of components in a mixture and the resulting parameter estimates, which are inter-related and cannot be solved separately, and (2) parameter optimization does not have a closed form solution, and thus needs to be solved iteratively. The current state-of-the-art airborne LIDAR system acquires more than 50,000 waveforms per second, so decomposing the enormous number of waveforms is challenging using traditional single processor architecture. To tackle this issue, four parallel LIDAR waveform decomposition algorithms with different work load balancing schemes - (1) no weighting, (2) a decomposition results-based linear weighting, (3) a decomposition results-based squared weighting, and (4) a decomposition time-based linear weighting - were developed and tested with varying number of processors (8-256). The results were compared in terms of efficiency. Overall, the decomposition time-based linear weighting work load balancing approach yielded the best performance among four approaches.

• 한국멀티미디어학회논문지
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• 제3권4호
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• pp.407-415
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• 2000

설비 집약적이며 복잡한 생산 시스템중의 하나인 반도체 FAB 공정은 제품의 흐름시간과 대기시간, 공정 중 재고를 줄이는 것이 흐름제어의 가장 중요한 목표이다. 이에 본 연구에서는 소품종 다랑 생산 시스템에서 발생하는 비경제성을 줄이고 생산성을 향상시키기 위하여 현재 반도체 양산 회사에서 주로 채택하고 있는 In-Line Layout을 분석하고 새로운 제안 방식인 그룹테크놀로지를 이용한 Job Shop 형태의 Stand Alone Layout과 함께 각각의 모델로 구축하고 시뮬레이션 함으로써 일별 생산 계획상의 회수 변화에 따른 각Layout의 특성을 비교, 분석하였다. 이 때 사용한 시뮬레이션 툴은 모델 구축 및 시뮬레이션이 용이하고 범용적인 (이산형 제조 시스템용) ProSys를 사용하였다. 연구 결과로는 일별 생산 계획상의 회수 초기에는 In-Line Layout이 Stand Alone Layout보다 대체로 생산량 측면에서 우세하지만 일별 생산계획상의 회수가 증가된 14회부터는 Stand Alone Layout이 더 우세한 것으로 나타났다

• Wind and Structures
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• 제38권1호
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• pp.15-42
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• 2024

A flexible-base coupled-two-beam (CTB) discrete model with equivalent tuned mass dampers is used to assess the effect of soil-structure interaction (SSI) and different types of lateral resisting systems on the design of passive dynamic absorbers (PDAs) under the action of along-wind and across-wind loads due to vortex shedding. A total of five different PDAs are considered in this study: (1) tuned mass damper (TMD), (2) circular tuned sloshing damper (C-TSD), (3) rectangular tuned sloshing damper (R-TSD), (4) two-way liquid damper (TWLD) and (5) pendulum tuned mass damper (PTMD). By modifying the non-dimensional lateral stiffness ratio, the CTB model can consider lateral deformations varying from those of a flexural cantilever beam to those of a shear cantilever beam. The Monte Carlo simulation method was used to generate along-wind and across-wind loads correlated along the height of a real shear wall-frame building, which has similar fundamental periods of vibration and different modes of lateral deformation in the xz and yz planes, respectively. Ambient vibration tests were conducted on the building to identify its real lateral behavior and thus choose the most suitable parameters for the CTB model. Both alongwind and across-wind responses of the 144-meter-tall building were computed considering four soil types (hard rock, dense soil, stiff soil and soft soil) and a single PDA on its top, that is, 96 time-history analyses were carried out to assess the effect of SSI and lateral resisting system on the PDAs design. Based on the parametric analyses, the response significantly increases as the soil flexibility increases for both type of lateral wind loads, particularly for flexural-type deformations. The results show a great effectiveness of PDAs in controlling across-wind peak displacements and both along-wind and across-wind RMS accelerations, on the contrary, PDAs were ineffective in controlling along-wind peak displacements on all soil types and different kind of lateral deformation. Generally speaking, the maximum possible value of the PDA mass efficiency index increases as the soil flexibility increases, on the contrary, it decreases as the non-dimensional lateral stiffness ratio of the building increases; therefore, there is a significant increase of the vibration control effectiveness of PDAs for lateral flexural-type deformations on soft soils.