• Smart Structures and Systems
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• 제31권5호
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• pp.455-467
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• 2023

Impact damper is a passive damping system that controls undesirable vibration with mass block impacting with stops fixed to the excited structure, introducing momentum exchange and energy dissipation. However, harmful momentum exchange may occur in the random excitation increasing structural response. Based on the mechanism of impact damping system, a semi-active impact damper (SAID) with controllable impact timing as well as a semi-active control strategy is proposed to enhance the seismic performance of engineering structures in this paper. Comparative experimental studies were conducted to investigate the damping performances of the passive impact damper and SAID. The extreme working conditions for SAID were also discussed and approaches to enhance the damping effect under high-intensity excitations were proposed. A numerical simulation model of SAID attached to a frame structure was established to further explore the damping mechanism. The experimental and numerical results show that the SAID has better control effect than the traditional passive impact damper and can effectively broaden the damping frequency band. The parametric studies illustrate the mass ratio and impact damping ratio of SAID can significantly influence the vibration control effect by affecting the impact force.

• 한국안전학회지
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• 제12권4호
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• pp.241-248
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• 1997

건설중이거나 기기 이력이 부족한 원자력 발전소에 대한 확률론적 안전성평가에 사용되는 일반 기기 신뢰도 데이타를 기 개발된 일반 데이타 및 발전소 데이타를 취합하여 구한다. 이를 위해 본 논문에서 사용한 계산 Code는 모수적 선험적 베이지안 방법에 근거하여 3단계 베이지안 방법으로 한국 원자력연구소에서 개발한 MPRDP Code이다. 일반 자료원에서 주로 자료를 취합하였으므로 각 문헌들 사이에 존재할 수 있는 종속성을 고려하여 Code에서 처리하였다. 본 논문에서는 결과로 얻어진 기기 신뢰도 자료표의 일부분을 보여준다.

• 한국산림과학회지
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• 제103권4호
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• pp.639-645
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• 2014

본 연구는 비모수추정 방법인 자료포락 기법을 이용하여 우리나라 표고버섯 재배 임가를 대상으로 경영효율성을 평가하였다. 조사자료는 2013년 3월부터 10월까지 실시한 '표고버섯 경영 표준진단표' 적용 결과 중에서 20개 임가의 투입요소와 산출요소를 대상으로 하였다. 그리고 DEA 기법중 CCR 모형과 BCC 모형을 이용하여 기술효율성, 순수기술효율성, 규모효율성을 분석하였고 비효율성 임가의 개선방안도 제시하였다. 추가적으로 주업과 겸업재배임가의 경영효율성을 비교 분석하였다. 연구결과, 표고버섯 재배 임가의 전체기술효율성은 평균 0.655로 나타나 전체적으로 비효율성이 높은 것으로 나타났고 비효율성의 원인은 순수기술효율성(0.830)보다는 규모효율성(0.747)에 있는 것으로 분석되었다. 효율성 값이 1인 표고버섯 재배임가는 DMU2, DMU5, DMU6, DMU8, DMU10, DMU15, DMU20으로 7개 임가로 나타났다. 그리고 DMU7 재배임가의 경영효율성 진단 결과, 투입요소 중 신규접종비와 조성비에서 준거집단과 비교해 볼 때 과도하게 투입되고 있는 것으로 분석되었다. 주업과 겸업임가의 효율성 비교 결과 겸업임가가 상대적으로 비효율성이 높은 것으로 나타났고 그 원인으로 규모효율성이 문제가 있는 것으로 파악되었다.

• 한국CDE학회논문집
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• 제15권3호
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• pp.212-221
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• 2010

Proposed in the paper is a methodology to generate kinematic template for 3D JIG models. Recently, according to increase of the rate of automatic facility in manufacturing system, the 3D manufacturing and verification research and development have been issued. So, unlike in the past, moving 3D facilities are very various like JIGs, turn table, AS/RS worked in the automated manufacturing industry. Because 3D mesh models are used in these kinds of 3D simulation, users have to define the kinematic information manually. This 3D mesh data doesn't have parametric information and design history of the 3D model unlike the design level data. So, it is lighter than 3D design level data and more efficient to render on the 3D virtual manufacturing environment. But, when user wants to find a common axis located between the links, the parameter information of the model has to reconstruct for defining kinematic construction. It takes a long time and very repetitive to define an axis and makes a joint using 3D mesh data and it is non-intuitive task for user. This paper proposed template model that provides kinematic information of the JIG. This model is kinds of a state diagram to describe a relation between links. So, this model can be used for a kinematic template to the JIG which has a same mechanism. The template model has to be registered in the template library to use in the future, after user made the model of the specific type of the 3D JIG model.

• 한국터널지하공간학회 논문집
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• 제7권3호
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• pp.187-195
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• 2005

지하수위 하에서 터널을 굴착하게 되면, 지하수 흐름은 터널내로 발생하면서 터널 단면에 침투력이 작용하게 된다. 본 연구에서는 지하수 흐름을 고려한 숏크리트 라이닝 거동을 지반 및 숏크리트 라이닝 상호간의 투수계수의 비율에 따라 검토하였다. 숏크리트 응력 및 변위 관계는 3차원 유한요소 연계해석을 수행하여 산정하였다. 지하수 흐름 자체는 아칭효과가 발휘되지 않기 때문에, 터널의 응력이 평형상태에 도달한 후에도 침투력은 계속적으로 숏크리트 라이닝에 작용하여 심각한 영향을 준다. 지반 및 숏크리트 라이닝 상호간의 인터페이스 특성 및 터널의 단변형상 그리고 라이닝의 두께를 포함한 숏크리트 거동의 영향 인자에 대해 매개변수분석을 실시하였다. 또한 NATM 터널에서의 침투력을 고려한 내공변위 제어법을 제안하였다. 해석결과를 보면, 숏크리트의 투수성이 낮아질수록 잔류수압에 따른 유효응력의 감소로 인해 내공변위는 감소하고 내압은 커지는 것을 알 수 있었다. 띠라서 차수성이 강한 강섬유보강 숏크리트가 해저/하저 터널의 지보재로서 더욱 유리하다는 결론을 얻었다.

• 한국터널지하공간학회 논문집
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• 제6권1호
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• pp.17-23
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• 2004

터널 하중을 예측하는 것은 터널 설계에서 가장 중요한 문제 중의 하나이다. 개나다 에드몬턴시의 여러 터널로 부터 측정된 계측자료와 기존에 존재하는 설계방법을 이용하여 계산된 터널 하중의 비교를 통하여 기존 설계방법들의 정확도를 검토하였다. 그러나 기존의 방법들은 터널 하중을 예측하는데 만족하지 못한 결과를 보여 주었다. 일자 라이닝의 설치 이전에 발생하는 응력감소 인자를 구한 후, 기존의 설계방법을 결합하여 터널 하중을 예측할 것을 제안하였다. 에드몬턴시에 건설된 터널에 대한 무차원 하중 인자인 nD/H값이 도표로 제시되었다. 제안된 방법의 타당성을 검증하기 위하여, 제안된 방법으로 계산된 터널 하중과 계측 값을 비교하였다. 다른 지역 터널의 경우, 비교적 견고 (stiff) 하거나 조밀 (dense)한 흙으로 구성된 지반에 터널이 건설될 경우에는 제안된 방법을 사용할 수 있다.

• 한국전산유체공학회지
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• 제21권1호
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• pp.78-85
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• 2016

While most AUV researches have concerned about single hydrofoil, practical AUV's are generally operated with multiple hydrofoils. Double hydrofoil study attempts to evaluate thrust and efficiency with various flapping motions, and carries out design optimization using parametric analysis. Flow patterns such as vortex shedding and wake-body interaction are carefully investigated during design variable sensitivity analysis. The purpose of this design optimization is to find out the optimal motion that yields maximum thrust and efficiency. The design optimization employes several techniques such as table of orthogonal arrays, Kriging method, ANOVA analysis and MGA. Throughout this research, it is possible to find the optimal values of heaving ratio, heaving shift and pitch shift: Heaving ratio 0.950, heaving shift $23.120^{\circ}$ and pitch shift $89.991^{\circ}$ are found to be optimal values in double hydrofoil motions. Thrust and efficiency are 16.7% and 35.1% higher than existing AUV that did not consider nonlinear dependency of motion parameters. This results may offer an effective framework that is applicable to various AUV motion analyses and designs.

• 대한치과기공학회지
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• 제37권1호
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• pp.9-15
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• 2015

Purpose: The purpose of this study was to compare the accuracy of the maxillary three-unit fixed dental prosthesis (FDPs) made using two CAD/CAM milling machines : DCM Group(Dentaim CAD/CAM milling machine), WCM Group(Wieland CAD/CAM milling machine). Methods: Each of 10 duplicate models was scanned by blue light scanner(Identica, Medit, Korea), and the three-unit FDPs (STL file) was designed using DelcamCAD. A total of 20 three-unit FDPs was fabricated, comprising 2 groups of 10 specimens each (shrinkage ratio is 1:1). The first three-unit FDPs STL file was used as a CAD reference model (CRM). Obtained STL files by scanning the inner surface of three-unit FDPs were convened into the point clouds-ASC II files. Discrepancies between the point clouds and CRM were measured by superimposition software. Statistical methods to analyze the data were used non-parametric method. The mean (SD) values were compared by a Mann-Whitney U-test. Type one error rate was set at 0.05. Results: WCM group had small discrepancies with $2.17{\mu}m$ of mean value compared to $4.44{\mu}m$ in DCM group. The accuracy values between the two groups showed a sratistically significant difference (Table 2, p<.05). Conclusion: The accuracy of the three-unit fixed dental prosthesis(FDPs) made of two CAD/CAM milling machines were statistically different. Accuracy with which the prosthesis made of WCM group was superior.

• 동아시아식생활학회지
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• 제7권2호
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• pp.199-210
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• 1997

The purpose of this study was to investigate the mutual relationship between food preference and nutrient intake status of high school students, based on the their personal characters which are sex, age, family type, number of family, mother's age, occupation, and school career. 439 students were selected with random stratified cluster sampling method. The study used a self-administrated questionnaire and 24-hour recall method for 5 days as instrument tools. Statistical methods applied to analyze the data were frequency, percent, Willcoxon Rank-sum test, Kruskal-Wallis test, ${x^2}-test$ by contingence table, and Spearman's correlation coefficient in non parametric statistical methods. Some of interesting results are as follows : 1. The correlation between sex and the set of characters of mother's age, school career and income is highly significant. However there is no any significant difference on the kinds of job and the types of family. 2. The relation between the preference of main dishes and the nutrient intake show a significant difference except to the noodles. This marks that preference of main dishes shows a direct proportion with the nutrient intakes except for the fat, vitamin A, vitamin C. 3. The preference of animal food marks a direct proportion with the nutrients such as energy, protein, fat, fiber, phosphorus, iron, vitamin $B_{1}$, vitamin $B_{2}$, and niacin 4. The preference of vegetable food gives some influence on the nutrient intake but the preference of soup is insignificant, the preference of Kimchi is in reverse proportion, and the preference of vegetable marks a direct proportion with the nutrient intake. 5. The preference of snacks marks a direct proportion with all kinds of nutrients intake except for the vitamin A, and vitamin C.

• Structural Engineering and Mechanics
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• 제55권4호
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• pp.765-784
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• 2015

Connections are usually designed either as pinned usually associated with simple construction or rigid normally is associated with continuous construction. However, the actual behaviour falls in between these two extreme cases. The use of partial strength or semi-rigid connections has been encouraged by Euro-code 3 and studies on semi-continuous construction have shown substantial savings in steel weight of the overall construction. Composite connections are proposed in this paper as partial or full strength connections. Standardized connection tables are developed based on checking on all possible failure modes as suggested by "component method" for beam-to-column composite connection on major axis. Four experimental tests were carried out to validate the proposed standardised connection table. The test results showed good agreement between experimental and theoretical values with the ratio in the range between 1.06 to 1.50. All tested specimens of the composite connections showed ductile type of failure with the formation of cracks occurred on concrete slab at maximum load. No failure occurred on the Trapezoidal Web Profiled Steel Section as beam and on the British Section as column.