• 한국가시화정보학회:학술대회논문집
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• 한국가시화정보학회 2001년도 Proceedings of 2001 Korea-Japan Joint Seminar on Particle Image Velocimetry
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• pp.62-74
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• 2001

Present paper describes the principles of PIV measurement approaching from the analytical view, which enables to explain the general form of principles covering all the PIV measurement, and that gives theoretical basis for its higher measurement performances. The explanation of the measurement principles started from the definition of governing equation in differential form as same as the gradient method, and the integral along the particle path line was executed to show the principle of the correlation method with same basis. The integral processes clearly shows the analytical reason why the correlation peak gives the terminal point of path line, and how the effects of deformation and rotation of fluid appears in the correlation map. These results have no differences from our experiences and understandings of the conventional PIV measurement definition in final form. However, the analytical approach enable to understand those facts a priori, and it makes easy to achieve the innovative higher performances of measurement. Analytical explanation clearly shows the behavior of the residual errors caused by the fluid motion, and it enables to analyze the measurement uncertainty theoretically.

• 한국전산구조공학회:학술대회논문집
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• 한국전산구조공학회 2001년도 봄 학술발표회 논문집
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• pp.207-214
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• 2001

In Korea, the multi-dwelling residential buildings are most popular housing system that is reinforced concrete shear wall system. However, the serviceability and safety of the system have been decreased because of the errors in design or construction and inadequate maintenance. In addition the safety of the system cannot be evaluated reasonably because the system is analyzed by the deterministic approach. Therefore, this study is aimed to analyze reinforced concrete shear walls by the reliability approach considering uncertainty based on the probability theory. In this study, a reliability analysis program using MATLAB is developed by combining AFOSM and Sampling Method for the reinforced concrete shear walls within feasible design area. The reasonable reliability index β of ultimate limit states for RC shear walls are calculated automatically using this developed program with the measured data those have means and standard deviations in the field. The ultimate states are compression failure, tension failure, governing compression, and governing bending of the reinforced concrete shear walls respectively. To estimate the safety of the system using developed program can be used to predict residual life-time of the system.

• Journal of Mechanical Science and Technology
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• 제19권8호
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• pp.1576-1581
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• 2005

Generally, the optical components are fabricated by grinding, lapping, and polishing. And, those processes take long time to obtain such a high surface quality. Therefore, in the case of large optical component, the on-machine inspection (OMI) is essential. Because, the work piece is fragile and difficult to set up for fabricating and measuring. This paper is concerned about a swing-arm method for measuring surface profile of large optical concave mirror. The measuring accuracy and uncertainty for suggested method are studied. The experimental results show that this method is useful specially in lapping process with the accuracy of $3\~5\;{\mu}m$. Those inspection data are provided for correcting the residual figuring error in lapping or polishing processes.

• 한국항해항만학회:학술대회논문집
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• 한국항해항만학회 2006년도 International Symposium on GPS/GNSS Vol.1
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• pp.265-270
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• 2006

Recently, inertial sensors like gyros and accelerometers have been quite miniaturized by Micro Electro-Mechanical Systems (MEMS) technology. JAXA is developing a MEM-based GPS/INS hybrid navigation system named Micro-GAIA. The navigation performance of Micro-GAIA was evaluated through off-line analysis by using flight test data. The estimation errors of the roll, pitch, and azimuth were $0.03^{\circ}$, $0.05^{\circ}$, $0.05^{\circ}$ $(1{\sigma})$, respectively. he horizontal position errors after 60-second GPS outages were reduced to 25 m CEP. The attitude errors and position errors are nearly half of ones reported previously[2]. Furthermore, using the adaptive Kalman filters, the robustness against the uncertainty of the measurement noise was improved. Comparing the innovation-based and residual-based adaptive Kalman filters, it was confirmed that the latter is robuster than the former.

• 대한전기학회:학술대회논문집
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• 대한전기학회 2007년도 제38회 하계학술대회
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• pp.1724-1725
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• 2007

This paper presents a fault detection and isolation(FDI) scheme for a nonlinear systems with a actuator and sensor faults. A residual generator based on the observer model generate the information for a fault detection. The proposed fault estimators are activated for a fault isolation and applied to estimate the time-varying lumped faults(model uncertainty + fault). but a fault estimator error dose not converge to zero since the derivative of lumped fault is not zero. Then the fuzzy neural network(FNN) is used to estimate the fault estimator error. Simulation results are presented to illustrate the effectiveness and the applicability of the approaches proposed.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2012년도 학술발표회
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• pp.373-373
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• 2012

위험도(risk)는 복잡성(complexity)과 불확실성(uncertainty)라는 2가지 주요 특징으로 인해 위험도를 정확하게 예측하는 것은 불가능하다. 대표적인 수공구조물인 댐이 각종 모니터링을 통해서 안전하다고 판단된다 하더라도 하류지역에 도시가 존재한다면 여전히 잔존위험도(residual risk)는 존재한다. 댐의 파괴가 일반적으로 발생하는 사상은 아니지만 대규모 인명피해, 재산 및 환경피해로 이어지기 때문에 작은 위험도라 할지라도 이에 대한 감시 및 관리가 필수적이다. 댐 위험도 분석을 위해서 Event Tree 또는 Fault Tree가 일반적인 해석 방법으로 이용되고 있으나 잠재적인 파괴모드에 대한 복잡성과 불확실성을 고려하는데 한계가 존재한다. 본 연구에서는 이러한 문제점을 개선하기 위해서 Bayesian Network 기반의 위험도 해석기법을 제안하고자 한다. 특히 수문학적 위험도와 관련된 분석을 위해서 Bayesian Network의 구성 방안, 매개변수 추정, 위험도 해석 등 기존 해석 방법을 개선한 댐 위험도 해석 기법을 개발하고자 하며 개발된 방법론을 국내 실제댐에 적용하여 적합성을 평가하였다.

• 한국해양공학회지
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• 제33권5호
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• pp.435-446
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• 2019

Because offshore structures are affected by various environmental loads, the risk of damage is high. As a result of ever-changing ocean environmental loads, damage to offshore structures is expected to differ from year to year. However, in previous studies, it was assumed that a relatively short period of load acts repeatedly during the design life of a structure. In this study, the residual life of an offshore wind turbine support structure was evaluated in consideration of the timing uncertainty of the ocean environmental load. Sampling points for the wind velocity, wave height, and wave period were generated using a central composites design, and a transfer function was constructed from the numerical analysis results. A simulation was performed using the joint probability model of ocean environmental loads. The stress time history was calculated by entering the load samples generated by the simulation into the transfer function. The damage to the structure was calculated using the rain-flow counting method, Goodman equation, Miner's rule, and S-N curve. The results confirmed that the wind speed generated at a specific time could not represent the wind speed that could occur during the design life of the structure.

• 분석과학
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• 제30권5호
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• pp.226-233
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• 2017

In general, quantitative chemical analysis in various areas including food, the environment, in vitro diagnostics, etc., requires traceability in order to increase the reliability of the measurements. Measurement traceability is a property of an unbroken chain of comparisons relating an instrument's measurements to SI units. Purity analysis is the first process for establishing traceability to SI units in chemical measurements. The purpose of this study is to develop and validate a method of purity assignment for establishing the traceability of $17{\beta}$-estradiol measurements in an in vitro diagnostics field. The establishment of this method is very important as it can be applied to the development of CRM and to the analysis of the purity of other hormones. The method of assignment of the purity of $17{\beta}$-estradiol was developed using the mass balance method and was validated through participation in an International comparison. In the mass balance method, impurities are categorized into four classes as follows: total related structure impurities, water, residual organic solvents, and nonvolatiles/inorganics. In this study, total related structure impurities were characterized by a gas chromatography-flame ionization detector (GC-FID) and a high-performance liquid chromatography-ultraviolet (HPLC-UV) detector, water content was determined by a Karl-Fisher coulometer, and total residual solvents and nonvolatiles/inorganics were checked simultaneously by thermogravimetric analysis (TGA). The purity of the $17{\beta}$-estradiol was 985.6 mg/g and the expanded uncertainty was 2.1 mg/g at 95% confidence. The developed method can be applied to the development of certified reference materials, which play a critical role in traceability.

• 한국지반신소재학회논문집
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• 제17권2호
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• pp.33-40
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• 2018

지반구조물에서는 흙과 구조물 사이의 상호 마찰 특성이 구조물에 작용하는 하중과 저항 분석에 큰 영향을 미친다. 일반적으로 지반구조물의 주재료로서 콘크리트 또는 강재가 많이 사용되며, 흙 입자 크기와 비교하여 마찰면의 거칠기 정도에 따라 경계면 마찰 특성이 큰 차이를 보인다. 특히 비신장성 보강재를 사용하는 보강토 옹벽, 말뚝 주면, 옹벽면 등의 지반구조물에 대해서는 흙과 구조물 사이의 마찰특성을 합리적으로 분석하여 구조물의 안전성을 확보하여야 한다. 구조물면과 사질토 사이의 마찰특성에 대하여 보다 정확한 예측식을 제시하고 이 예측식이 가지고 있는 불확실성을 제시하는 것은 지반-지반구조물의 신뢰성 분석에 필수적이다. 따라서 본 연구에서는 기존 양질의 연구 문헌들에 보고된 흙과 거칠기가 다른 면 사이의 마찰실험결과를 분석하여, 강재와 사질토 사이의 첨두 경계면 마찰각을 구하는 식을 제안하였다. 첨두 경계면 마찰각을 결정하는 주요인자는 경계면의 상대조도, 흙의 상대밀도, 구속압, 한계상태 경계면 마찰각이다. 본 연구에서 개발한 첨두 경계면 마찰각 예측식에 대한 불확실성을 통계적으로 Goodness-of-fit 시험 결과를 반영하여 평가하였다.

• 한국전자파학회논문지
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• 제29권5호
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• pp.344-352
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• 2018

본 논문에서는 샘플링 오실로스코프의 주파수 응답특성을 측정하는 방법을 제안하였다. 제안된 방법은 샘플링 오실로스코프의 계통오차인 시간축 왜곡 현상과 임피던스 부정합에 의한 영향을 교정할 수 있다. 또한 시간축 에러를 교정한 후에 발생하는 잔여 지터와 기준 펄스 발생 조건에 따라 변하는 scale factor의 정확한 추정이 가능하다. 제안 방법의 불확도 분석을 수행하였고, 전력계와의 비교 검증을 통해 제안 방법의 타당성을 보였다.