• Advances in nano research
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• 제8권4호
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• pp.283-292
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• 2020

In the present research, differential quadrature (DQ) method has been utilized for investigating free vibrations of porous functionally graded (FG) micro/nano beams in thermal environments. The exact location of neutral axis in FG material has been assumed where the material properties are described via porosity-dependent power-law functions. A scale factor related to couple stresses has been employed for describing size effect. The formulation of scale-dependent beam has been presented based upon a refined beam theory needless of shear correction factors. The governing equations and the associated boundary conditions have been established via Hamilton's rule and then they are solved implementing DQ method. Several graphs are provided which emphasis on the role of porosity dispersion type, porosity volume, temperature variation, scale factor and FG material index on free vibrational behavior of small scale beams.

• 한국분말야금학회:학술대회논문집
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• 한국분말야금학회 2006년도 Extended Abstracts of 2006 POWDER METALLURGY World Congress Part 1
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• pp.264-265
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• 2006

The directions of further developments in the modeling of sintering are pointed out, including multi-scale modeling of sintering, on-line sintering damage criteria, particle agglomeration, sintering with phase transformations. A true multi-scale approach is applied for the development of a new meso-macro methodology for modeling of sintering. The developed macroscopic level computational framework envelopes the mesoscopic simulators. No closed forms of constitutive relationships are assumed for the parameters of the material. The model framework is able to predict the final dimensions of the sintered specimen on a global scale and identify the granular structure in any localized area for prediction of the material properties.

• Coupled systems mechanics
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• 제8권2호
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• pp.99-109
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• 2019

This work investigates the accuracy and performance of a $FE^2$ multi-scale implementation used to predict the behavior of composite materials. The equations are formulated assuming the small deformations solid mechanics approach in non-linear material models with hardening plasticity. The uniform strain boundary conditions are applied for the macro-to-micro transitions. A parallel algorithm was implemented in order to solve large engineering problems. The scheme proposed takes advantage of the domain decomposition method at the macro-scale and the coupling between each subdomain with a micro-scale model. The precision of the method is validated with a composite material problem and scalability tests are performed for showing the efficiency.

• 전자공학회논문지
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• 제51권6호
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• pp.255-260
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• 2014

교류형 플라즈마 디스플레이(AC PDP)의 유지기간 동안 강방전과 약방전을 발생시킬 수 있는 파형을 인가하여 계조의 선형성을 향상시키기 위한 새로운 유지 구동파형과 그의 구현 방법이 제안된다. AC PDP의 계조를 표현하기 위한 구동방법은 하나의 TV 프레임 내에 여러 개의 서브필드를 조합하는 것이며 각 서브필드 내의 휘도는 유지 펄스 개수의 차이에 의해 결정된다. 유지기간 동안 유지 펄스들이 인가되면 똑같은 크기의 강한 플라즈마 방전만 발생하므로 이상적으로 선형적 계조 표현이 용이해 보이지만, 각 서브필드 내에는 계조 표현과 상관없는 기입 방전과 첫 번째 유지 방전이 매번 발생하기 때문에 사실상 선형적 계조 표현이 어려워진다. 그러므로 유지기간 동안 유지 파형의 모양을 변형시켜서 강방전 대신 일부분 약방전도 발생시키는 새로운 유지 구동 파형을 적용하여 계조 표현을 선형에 가깝도록 개선하였다.

• 전기전자학회논문지
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• 제22권3호
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• pp.810-815
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• 2018

커널 상관 필터 알고리듬은 객체 추적에 대해 정확도에서 의미 있는 성과를 거두었다. 그러나 고정된 크기의 템플릿을 사용하기 때문에 추적 대상의 스케일 변화에 대처할 수 없었다. 본 논문에서는 최근접 보간법과 표준 가우시안 정규화를 이용한 다중 스케일에서의 상관 필터링 응답 값을 이용하여 프레임별로 가장 적합한 스케일을 찾아 객체를 추적하는 방식을 제안한다. 다음 프레임의 스케일 값들은 이전 프레임의 최적 스케일 값을 이용해 갱신하고 다시 해당 프레임에서의 최적의 스케일 값을 찾는다. 정확도 비교를 위해 기존 커널 상관 필터 알고리듬에서 사용된 VOT2014 데이터를 사용하여 제안된 방법의 유효성을 검증한다.

• Earthquakes and Structures
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• 제7권3호
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• pp.333-347
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• 2014

Multi-scale model can take both computational efficiency and accuracy into consideration when it is used to conduct elasto-plastic seismic response analysis for complex steel bridges. This paper proposed a method based on pushover analysis of member sharing the same section pattern to verify the accuracy of multi-scale model. A deck-through type steel arch bridge with a span length of 200m was employed for seismic response analysis using multi-scale model and fiber model respectively, the validity and necessity of elasto-plastic seismic analysis for steel bridge by multi-scale model was then verified. The results show that the convergence of load-displacement curves obtained from pushover analysis for members having the same section pattern can be used as a proof of the accuracy of multi-scale model. It is noted that the computational precision of multi-scale model can be guaranteed when length of shell element segment is 1.40 times longer than the width of section where was in compression status. Fiber model can only be used for the predictions of the global deformations and the approximate positions of plastic areas on steel structures. However, it cannot give exact prediction on the distribution of plastic areas and the degree of the plasticity.

• 한국환경과학회지
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• 제11권12호
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• pp.1217-1226
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• 2002

This study aims at the effective estimation of water supply capacity of small scale reservoir and the proposal of the data which is necessary to establish the water resources management plan of down stream area of the reservoir in the future by comparison and examination about reservoir operation technique for the security of agricultural water in small scale reservoir. The result of flow calculation by Tank model is used for the input data as the inflow data which is needed for the analysis of water supply capacity. Stochastic method, simulation method, and optimization method are used to examine the water supply capacity, and water security amount is compared with each method. From the analyses of water supply capacities by each method, slightly different results are shown in spite of the effort to compare them equally using input data such as inflow data under equal conditions, and the comparison of water supply capacities by each method are as follows; linear planning method, simulation method, and transition probability matrix method in the order of amount from the largest. It is thought that the simulation method in which comparatively reasonable application of the inflow data is possible and is simulated in successive time series dam operation of the three methods used in this study thus, simulation model is proper to estimate the water supply capacity of agricultural small scale reservoir. And it is judged that the heightening of efficiency of water resources utilization according to the development of downstream area of dam may be possible using the upward readjusted water supply amount of $55.18{\tiems}10^6ton$ and $63.7{\times}10^6ton$ at 95% and 90% supply reliability respectively which are above the planning water supply amount of $50.0{\times}10^6$ton when the simulation method is introduced as the standard.

• 한국수자원학회논문집
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• 제45권3호
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• pp.253-262
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• 2012

본 연구에서는 스케일 특성을 이용하여 기후변화에 따른 일단위 이하의 극한강우를 평가할 수 있는 방법을 제안하였으며, 서울을 비롯한 6개 주요 기상관측소 지점을 대상으로 적용성을 평가하였다. 우선, 과거 관측자료를 이용하여 스케일 특성을 이용한 확률강우량 산정기법의 적용성을 평가하였으며, 평가 결과 빈도분석과 스케일특성으로 산정된 확률강우량의 절대상대오차가 10% 내외의 범위를 보였다. 또한 기준기간의 기후시나리오를 이용하여 적용성 평가를 수행한 결과 100년 빈도이내에서 20% 내의 절대상대오차를 보였다. 평가 결과를 통해 본 연구에서 적용한 스케일 특성 기법은 미래 확률강우량 산정 시 신뢰성 있는 결과를 도출할 수 있을 것으로 판단된다.

• KSII Transactions on Internet and Information Systems (TIIS)
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• 제9권2호
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• pp.620-636
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• 2015

Survivability is a necessary property of network system in disturbed environment. Recovery ability is a key actor of survivability. This paper concludes network survivability into a novel composite metric, i.e. Network Recovery Degree (NRD). In order to measure this metric in quantity, a concept of Source-Destination Pair (SD Pair), is created to abstract end-to-end activity based on end nodes in network, and the quality of SD Pair is also used to describe network performance, such as connectivity, quality of service, link degree, and so on. After that, a Survivability Test method in large scale Network based on SD pairs, called STNSD, is provided. How to select SD Pairs effectively in large scale network is also provided. We set up simulation environment to validate the test method in a severe destroy scenario and evaluate the method scalability in different large scale network scenarios. Experiment and analysis shows that the metric NRD correctly reflects the effort of different survivability strategy, and the proposed test method STNSD has good scalability and can be used to test and evaluate quantitative survivability in large scale network.

• 한국지반공학회논문집
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• 제20권5호
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• pp.117-126
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• 2004

최근 건축구조물이 대형화됨에 따라 현장타설말뚝을 이용한 Top-Down공법이 공기단축 및 경제성 등의 이유로 자주 채택되고 있다. Top-Down 기초로 시공되는 현장타설말뚝의 경우 설계하중이 크다는 이유로 인해 품질확인용 재하시험을 생략하는 경우가 대부분이며, 대규모 설계하중을 검증하기 위한 전통적인 재하시험 방법 또한 적용하기 곤란한 경우가 많다. Top-Down 공법에 있어 건축구조물의 대형화에 의한 현장타설말뚝의 사용하중이 증대됨에 따라 현장타설말뚝에 대한 품질확인은 점차 중요시되고 있으며, 이에 대한 대안으로서 축소모형말뚝을 이용한 시험방법의 적용이 가능할 것으로 판단된다. 본 연구에서는 대구경 현장타설말뚝의 지지력 측정시 전통적인 재하시험 방법의 한계를 극복하기 위하여 축소모형말뚝을 이용하는 방안을 제시하였으며 특히, 시험결과의 해석을 위해 암반에 근입된 현장타설말뚝의 치수효과에 관한 분석 방법을 제안하고 평가해 보았다.