• 항공우주기술
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• 제10권2호
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• pp.94-100
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• 2011

본 논문에서는 고성능 저궤도 지구관측위성의 예비연성하중 해석결과에 대하여 평가한다. 연성하중해석을 수행하기 위하여 위성체 모델을 Craig-Bampton 모델로 축약한 후 발사체 개발업체로 제공하였다. 제공된 Craig-Bampton 모델은 인공위성의 질량행렬, 강성행렬, 가속도변환행렬 및 변위변환행렬이다. 발사체 개발업체에서는 위성체 Craig-Bampton 모델과 발사체 모델을 결합하여 연성하중해석을 수행한 후 그 결과를 제공하였다. 제공받은 연성하중해석 결과를 바탕으로 발사시 위성체가 구조적으로 이상이 없는지를 평가하였다. 평가결과 위성체는 발사하중하에서 안전함을 확인할 수 있었다.

• Steel and Composite Structures
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• 제33권4호
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• pp.583-594
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• 2019

In the areas highly exposed to earthquakes, concrete-filled steel tube columns (CFSTCs) are known to provide superior structural aspects such as (i) high strength for good seismic performance (ii) high ductility (iii) enhanced energy absorption (iv) confining pressure to concrete, (v) high section modulus, etc. Numerous studies were reported on behavior of CFSTCs under axial compression loadings. This paper presents an analytical model to predict ultimate load capacity of CFSTCs with circular sections under axial load by using multivariate adaptive regression splines (MARS). MARS is a nonlinear and non-parametric regression methodology. After careful study of literature, 150 comprehensive experimental data presented in the previous studies were examined to prepare a data set and the dependent variables such as geometrical and mechanical properties of circular CFST system have been identified. Basically, MARS model establishes a relation between predictors and dependent variables. Separate regression lines can be formed through the concept of divide and conquers strategy. About 70% of the consolidated data has been used for development of model and the rest of the data has been used for validation of the model. Proper care has been taken such that the input data consists of all ranges of variables. From the studies, it is noted that the predicted ultimate axial load capacity of CFSTCs is found to match with the corresponding experimental observations of literature.

• Journal of Information Processing Systems
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• 제9권3호
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• pp.489-498
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• 2013

In this paper, we propose a common simulation model that can be reused for different performance evaluations of networked virtual environments. To this end, we analyzed the common features of NVEs, in which multiple regions compose a shared space, and where a user has his/her own interest area. Communication architecture can be client-server or peer-server models. In usual simulations, users move around the world while the number of users varies with the system. Our model provides various simulation parameters to customize the region configuration and user movement pattern. Furthermore, our model introduces a way to mimic a lot of users in a minimal experiment environment. The proposed model is integrated with our network framework, which supports various scalability approaches. We specifically applied our model to the interest management and load distribution schemes to evaluate communication overhead. With the proposed simulation model, a new simulation can be easily designed in a large-scale environment.

• Communications for Statistical Applications and Methods
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• 제9권3호
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• pp.649-663
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• 2002

We consider an unlimited fluid queueing model which has Fractional Brownian motion(FBM) as an input and a single server of constant service rate. By using the result of Duffield and O'Connell(6), we investigate the asymptotic tail-distribution of the stationary work-load. When there are multiple homogeneous FBM inputs, the workload distribution is similar to that of the queue with one FBM input; whereas for the heterogeneous sources the asymptotic work-load distributions is dominated by the source with the largest Hurst parameter.

• Journal of the Korean Data and Information Science Society
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• 제6권2호
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• pp.1-7
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• 1995

This paper considers the reliability estimation of a two-component shared-load system based on Freund model. Maximum likelihood estimator, order restricted maximum likelihood estimator and uniformly minimum variance unbiased estimator of the reliability function for the system are obtained. Performance of three estimators for moderate sample sizes is studied by simulation.

• 대한전기학회:학술대회논문집
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• 대한전기학회 2003년도 춘계학술대회 논문집 전기기기 및 에너지변환시스템부문
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• pp.409-411
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• 2003

This paper presents development of load model for electric locomotive. A proposed load model is type of polynomial equation whose coefficients is determined by least square method. The data used in this model is acquired by measurement of EL8100.

• 한국환경과학회지
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• 제18권9호
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• pp.1027-1033
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• 2009

For the assesment of pollutant loads, a monitoring has been conducted to identify hydrologic conditions and water quality of the Oenam watershed in Juam Lake, and the SWAT model integrated with GIS was applied to the watershed and evaluated for its applicability through calibration and verification using observed data. For the model application, digital maps were constructed for watershed boundary, land-use, soil series, digital elevation, and topographic input data of the Oenam watershed using Arcview. The observed runoff was 832.8 mm while the simulated runoff was 842.8 mm in 2003. The model results showed that the simulated runoff was in a good agreement with the observed data and indicated reasonable applicability of the model. In terms of nutrient load, the simulation results of T-N, T-P showed a similar trend to observed values. The observed T-N load was 10.8 kg/ha and the simulated T-N load was 7.6 kg/ha while the observed T-P load was 0.21 kg/ha and the simulated T-P load was 0.18 kg/ha. In general, SWAT model predicted observed runoff and loads of T-N and T-P after calibration with observed data in acceptable range. Overall, SWAT model was satisfactory in estimation of nutrient pollutant loads of the rural watershed.

• 한국정보과학회논문지:시스템및이론
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• 제32권7호
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• pp.377-392
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• 2005

컴퓨터 시스템이 등장한 이후 시스템 성능을 측정하고 분석하기 위한 많은 연구가 시스템 모델링, 성능 측정, 감시, 그리고 성능 예측 등 여러 분야에서 진행되었다. 그럼에도 불구하고, 각 성능 관련 분야를 하나로 묶는 통합 프레임워크에 관한 연구는 거의 이루어지지 않았다. 특히 TMO(Time-Triggered Message-Triggered Object) 실시간 프로그래밍 모델의 경우, 간단한 감시 도구를 제외하고 성능 측정 도구나 분석 프레임워크가 없어, TMO 모델 기반 시스템 및 태스크를 분석하는데 어려움이 있다. 이에 따라, 본 논문에서는 TMO 모델 기반의 동적 분석 프레임워크인 TDAF(TMO based Dynamic Analysis Framework)를 제안한다. TDAE는 성능 측정 및 분석 단계를 전체적으로 다루며, 구성 요소인 부하 모델, 성능 모델, 그리고 보고 모델을 유기적으로 결합하여 보다 신뢰할 수 있는 정보를 개발자에게제공한다. 이를 지원하기 위해 기존 부하 모델에 TMO 모델을 결합하여 확장한 부하 모델을 제안하고, TMO 객체 부하를 파악할 수 있는 부하 계산 알고리즘을 제안한다. 또한 TMO 객체 부하를 고려하여 성능 측정지수를 구현한 성능 알고리즘과, 부하 및 성능을 기초로 실시간 태스크의 주기 및 데드라인을 도출할 수 있는 보고 모델과 알고리즘을 제안한다. 마지막으로 부하 계산 알고리즘의 타당성을 입증하기 위한 실험을 수행하고 그 결과를 제시한다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2010년도 추계 학술발표회
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• pp.629-637
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• 2010

In this study, we analyzed lateral behavior of connected foundation for transmission tower in clay. For this study, we performed model lateral load test, measured load-displacement curve of connected foundation. For the tests, we manufactured connected foundation model that consider a change of rigidity, installed various measuring sensors for understanding of elements and general foundation behavior. From the test results, we measured load capacities using various methods, compared and analyzed these capacities.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2010년도 춘계 학술발표회
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• pp.1088-1093
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• 2010

The Smart bi-directional pile load test with variable end plate overcomes the shortcoming of the Osterberg cell test. It is possible that the ultimate bearing capacity of piles can be known by using two different end plates. The first step is to measure end bearing capacity with smaller end plate and the second step is similar to the conventional O-cell test. In this study, model test was performed to evaluate the smart bi-directional pile load test in sand. Vertical displacement of the model pile were messured at the axial loading condition.