• 한국해안·해양공학회논문집
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• 제33권3호
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• pp.93-100
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• 2021

고정된 격자시스템에서 임의형상의 불투과 경계를 갖는 물체와 유체와 연성해석이 가능한 IB(Immersed Boundary)법이 개발 된 이후로 다양한 CFD 모델에서 IB법의 활용이 증가하고 있다. 기존의 IB법의 대부분은 구조물의 경계면에서 산정되는 유체력으로부터 수치적으로 경계조건을 만족시키는 directing-forcing법이나 구조물 내부에 가상셀을 위치시켜 보간을 통해 경계조건을 만족시키는 ghost-cell법들로 알고리즘이 복잡하다. 본 연구에서는 고정된 격자시스템에서 가동물체형 구조물 해석이 가능함과 더불어 3차원으로의 확장도 용이한 SIB(Simplified Immersed Boundary)법을 제안하였다. 본 연구에서 제안한 SIB법은 각 상(phase)의 밀도함수가 국소질량의 중심과 함께 이동하는 것으로 가정한 단일유체모델(one-field model for immiscible two-phase fluid)을 기초로 하였다. 또한 이동하는 고체상태의 구조물을 취급하기 위해 고체의 밀도함수를 이용한 체적가중평균법을 적용하고, 수치확산을 방지하기 위해 이류계산에는 CIP법을 적용하였다. 제안된 SIB법의 해석성능을 검토하기 위해 자유수면으로 낙하하는 물체에 대한 수치모의를 수행하였다. 수치해석결과는 자유수면으로 낙하하는 물체를 양호하게 재현하였다.

• 한국전기전자재료학회논문지
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• 제28권5호
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• pp.320-325
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• 2015

This paper dealt with a defect identification algorithm which is based on single partial discharge (PD) pulse analysis in gas insulated structure. Four types of electrode systems such as a needle-plane, a plane-needle, a free particle and a crack inside spacer were fabricated to simulate defects in gas insulated switchgear (GIS). We measured single PD pulse by an oscilloscope with a sampling rate of 5 GS/s and a frequency bandwidth of 1 GHz. Data aquisition and signal processing were controlled by a LabVIEW program. Physical shapes of PD pulses were compared with kurtosis, skewness and time-based parameters as rising time, falling time and pulse-width. These parameters were analysed by an algorithm with a back propagation algorithm (BPA). By applying the algorithm, the identification rate was 97% for the needle-plane electrode, 96% for the plane-needle electrode, 91% for the free particle and 93% for the crack inside spacer. The results verified that the algorithm could identify the type of defects in GIS.

• 한국콘텐츠학회논문지
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• 제20권4호
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• pp.315-330
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• 2020

WTO설립과 FTA협정의 증가로 관세는 낮아지고 있으나 무역구제조치와 무역기술장벽(TBT), 위생검역(SPS), 통관규제 등의 비관세조치들이 무역장벽이 되어 자유무역을 제한하고 있다. 수출주도 경제성장을 이룬 우리나라는 증가하는 비관세조치들에 대하여 대응방안을 제시하여야 한다. 비관세조치들은 복잡하고 국가마다 적용되는 것이 다르므로 유형별, 산업별, 국가별로 맞춤형 대응방안을 제시하여야한다. 이를 위해 비관세조치DB를 구축하여야한다. 이런 비관세조치들을 수집하고 분석하여 대응방안을 제시하기 위해서는 정부 산하의 전담조직이 반드시 필요하다. 그리고 비관세조치에 대한 상대국 간의 협의 등과 WTO위원회에서 활동이 중요하다. 또한 비관세조치에 관한 역량과 전문성을 가진 전문 인력 양성이 필요하다. 기존의 연구가 각 국가의 비관세조치현황을 토대로 한 연구나 국제기구의 보고서 등을 통하여 분석하였기 때문에 조치유형의 식별과 국가 간 비교분석에 한계가 있었다. 그러므로 본고는 규제의 식별과 국가 간 비교가 가능한 WTO I-TIP의 비관세조치DB를 바탕으로 분석하였다.

• 한국항공우주학회지
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• 제46권10호
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• pp.798-805
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• 2018

본 연구에서는 극초음속 충격파 풍동시험에 대한 적응적 실험 계획법 기반 접근법을 소개한다. 원뿔형 모델의 피치 모멘트를 받음각과 피치 각속도에 대한 함수로 모델링하기 위해 일련의 실험들을 수행하였다. 또한 다수의 시계열 실험 데이터를 효과적으로 분석하기 위해 초고속 카메라를 통해 획득한 실험 이미지로부터 실험 모델의 궤적을 구성하기 위한 알고리즘을 개발하였다. 해당 알고리즘을 활용해 이전 실험에 대한 분석 결과를 토대로 다음 실험점을 결정하는 적응적 실험 계획법을 제안한다.

• 대한교통학회지
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• 제18권4호
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• pp.31-39
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• 2000

근래 폭발적인 휴대폰 사용자의 증가와 비례한 운전 중 휴대폰 사용에 의한 교통사고 빈도 및 상해정도의 증가는 운전 중 휴대폰 사용을 새로운 주요한 교통사고의 요인으로 떠오르게 하고 있다. 이는 휴대폰 사용에 의한 운전자의 조정 및 감시, 경계 행위의 방해, 인지 및 정신적 부하의 증가에 의한 '부적합한 경계 (improper lookout)'와 '부주의 (inattention)' 상태 발생에서 유발되며, 현재 많은 국가들이 법제정을 통한 운전 중 휴대 폰 사용금지를 실행중이거나 고려하고 있는 실정이다. 이에 본 연구는 현재 대부분의 국가에서 실질적 규제 대상에서 제외되어 있는 운전 중 핸드프리 휴대폰의 사용이 운전자의 부하 및 수행도에 미치는 영향을 시각분석 정신적 부하, 부가작업 수행도, 스티어링 엔트로피의 측정을 통하여 실시하였다. 실험은 일본 도시 중심부에서 실시되었으며, 결과는 부가작업의 형태에 따른 4가지의 실험상황과 시험구간의 직선부와 곡선부 (우회전) 사이의 비교분석 통하여 제시하였다. 또한, 실험설계, 적용평가방법, 및 실시과정에서의 문제점을 바탕으로 핸드폰관련 실제 도로시험을 위한 가이드라인을 제시한다.

• 한국조경학회지
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• 제34권5호
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• pp.84-99
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• 2006

The traditional temples located in national parks have various functions, such as religious practice, tourist destination, and conservation for cultural and natural resources. One functions have implicit monetary values in terms of public benefits. The purpose of this study was to estimate both use and non-use conservation values for two traditional temples, Sinheungsa and Haeinsa, using the contingent valuation method. In the study, both single-bounded and double-bounded dichotomous choice methods were used in an application of Turnbull distribution-free model. A total of 659 visitors were interviewed, 350 in Sinheungsa and 309 in Haeinsa. The mean WTP (willingness to pay) for Sinheungsa using single-bounded method was 4,040 Won for the use value, 6,157 Won for the cultural conservation value, and 5,624 Won for the natural conservation value. The mean WTP for Haeinsa using single-bounded method was 6,463 Won for the use value, 8,769 Won for the cultural conservation value, and 8,013 Won for the natural conservation value. The total economic value of each temple accounted for 50% (Sinheungsa) and 80% (Haeinsa) of the total economic value of the associated national park. It was also found that the single-bounded method was more conservative than the double-bounded method in terms of value estimation. The WTP was highest for the cultural conservation value and lowest for the use values in both temples, with natural conservation values falling in the middle, which showed that people perceived traditional temples as the cultural heritage. Based on these results, it was suggested that traditional temples should be designated as an 'multiple heritage area' so that conservation can be used as the main criteria for various use programs.

• 한국전문물리치료학회지
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• 제28권2호
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• pp.123-131
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• 2021

Background: Only 2% of falls in older adults result in serious injuries (i.e., hip fracture). Therefore, it is important to differentiate injurious versus non-injurious falls, which is critical to develop effective interventions for injury prevention. Objects: The purpose of this study was to a. extract the best features of surface electromyography (sEMG) for classification of injurious falls, and b. find a best model provided by data mining techniques using the extracted features. Methods: Twenty young adults self-initiated falls and landed sideways. Falling trials were consisted of three initial fall directions (forward, sideways, or backward) and three knee positions at the time of hip impact (the impacting-side knee contacted the other knee ("knee together") or the mat ("knee on mat"), or neither the other knee nor the mat was contacted by the impacting-side knee ("free knee"). Falls involved "backward initial fall direction" or "free knee" were defined as "injurious falls" as suggested from previous studies. Nine features were extracted from sEMG signals of four hip muscles during a fall, including integral of absolute value (IAV), Wilson amplitude (WAMP), zero crossing (ZC), number of turns (NT), mean of amplitude (MA), root mean square (RMS), average amplitude change (AAC), difference absolute standard deviation value (DASDV). The decision tree and support vector machine (SVM) were used to classify the injurious falls. Results: For the initial fall direction, accuracy of the best model (SVM with a DASDV) was 48%. For the knee position, accuracy of the best model (SVM with an AAC) was 49%. Furthermore, there was no model that has sensitivity and specificity of 80% or greater. Conclusion: Our results suggest that the classification model built upon the sEMG features of the four hip muscles are not effective to classify injurious falls. Future studies should consider other data mining techniques with different muscles.

• 설비공학논문집
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• 제17권11호
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• pp.1035-1042
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• 2005

In the present study, the principle of minimum energy is employed to configure the shape of rivulet flowing down an inclined surface. The profile of laminar rivulet is determined by numerical integration. The maximum center thickness, which corresponds to the minimum thickness of falling film, is found to exist regardless of liquid flow rate and is compared with the analytical and experimental data. At small liquid flow rate the center thickness of rivulet and its width increase almost linearly with flow rate. Once the center thickness of rivulet becomes very close to its maximum value, its growth rate retards abruptly. However the width of rivulet increases proportionally to the liquid flow rate and most part of its free surface is as flat as that of stable film. The growth rate of rivulet thickness with respect to liquid flow rate becomes larger at bigger contact angle. The width of rivulet increases rapidly with its flow rate especially at small contact angle, As the liquid-vapor interfacial shear stress increases, the center thickness of rivulet decreases with its flow rate, which is remarkable at small contact angle. However the effect of interfacial shear stress on the width of rivulet is almost negligible.

• 한국도로학회논문집
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• 제17권4호
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• pp.25-31
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• 2015

PURPOSES: Implementation and verification of the simple linear cohesive viscoelastic contact model that can be used to simulate dynamic behavior of sticky aggregates. METHODS: The differential equations were derived and the initial conditions were determined to simulate a free falling ball with a sticky surface from a ground. To describe this behavior, a combination of linear contact model and a cohesive contact model was used. The general solution for the differential equation was used to verify the implemented linear cohesive viscoelastic API model in the DEM. Sensitivity analysis was also performed using the derived analytical solutions for several combinations of damping coefficients and cohesive coefficients. RESULTS : The numerical solution obtained using the DEM showed good agreement with the analytical solution for two extreme conditions. It was observed that the linear cohesive model can be successfully implemented with a linear spring in the DEM API for dynamic analysis of the aggregates. CONCLUSIONS: It can be concluded that the derived closed form solutions are applicable for the analysis of the rebounding behavior of sticky particles, and for verification of the implemented API model in the DEM. The assumption of underdamped condition for the viscous behavior of the particles seems to be reasonable. Several factors have to be additionally identified in order to develop an enhanced contact model for an asphalt mixture.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2010년도 춘계 학술발표회
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• pp.163-170
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• 2010

Today, In-Situ testing for measureing geotechnical characterization are divided by Cone Penetration Test, Standard Penetration Test and Dilatometer Test, and will vary depending on soil conditions have been applied (Korea Geotechnical Engineering, 2006). However, these methods can be applied on sand or soft clay soil. Now, many studies are progressing for evaluating the stiffness characteristic of rocks and IGM. and Nam moon suk(2006) did Texas Cone Penetrometer Test for designing field penetration pile intruded at rocks and IGM. but, reliability of Texas Cone Penetration Test has confidence limits because TCPT is testing in Texas centrally, and energy dose not measure Woojin Lee, etc. (1998) did calculate Standard Penetration Test Hammer's dynamic energy efficiency by using dongjaeha analyzer. this research, we installed strain gage and accelerometer for supply existing equipment, and develop MCP that can use variety soils. this thesis, we measured energy at head and tip of Rod for evaluating energy that transport at free falling. As a result, Energy differences are occurred at head and tip of Rod.