• 한국정밀공학회지
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• 제19권3호
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• pp.46-51
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• 2002

Recently, High capacity alternator are used fur some special equipments in industry. But, several serious problem are occured, especially, broken coil of rotor, caused by crash with stator on rotating the rotor. Although added coil cover thor protect coil of rotor, coil cover is broken. In this study purpose 2 step for corrected that problems. First, three dimensional finite element method far investigate what is most important point. For that purpose, performed stress analysis of coil and coil cover that modeling and finite analysis by ANSYS software. Second, Apply prestress when winding the coil on stator to modify direction of net force. Vector analysis is used for determine corrected prestress. Result of the analysis and prestress are reviewed.

• 한국콘크리트학회:학술대회논문집
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• 한국콘크리트학회 2005년도 봄학술 발표회 논문집(I)
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• pp.147-150
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• 2005

This paper presents a method for the load capacity assesment of reinforcement concrete deep beams using nonlinear finite element analysis. A computer program, named RCAHEST (Reinforced Concrete Analysis in Higher Evaluation System Technology), for the analysis of reinforced concrete structures was used. From the results, determine the reliability index for the failure base from the Euro Code. Then, calculated additional reduction coefficient to satisfy the goals from the reliability analysis. The proposed numerical method for the load capacity assesment of reinforced concrete deep beams is verified by comparison with the others methods

• 한국항만학회지
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• 제14권3호
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• pp.259-267
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• 2000

This study aims to analyse the coefficient used to estimate the quay capacity per year at the container terminal. The capacity of the container terminal is composed of the capacity at the quay side and the other working conditions at the back of the quay side. But when we refer the capacity of the container terminal, generally we used capacity as that of the container terminal. To estimate the quay capacity independently of the working conditions at the back of quay side, we calculate the quay capacity as th product of working hours per year, productivity of container crane and relate other coefficients, such that berth utilization, crane utilization and efficiency. So that coefficients are properly defined to reflect the other working conditions. If we calculate the quay capacity by the product of working hours modified by the berth utilization and crane productivity modified by the crane utilization and efficiency, the meaning of that coefficients must be strictly defined. So there could be no confusion to apply that coefficients to calculate the quay capacity. In this study, we exclusively define the meaning of the berth utilization, crane utilization and efficiency according to the internal-meaning of thats in the function to calculate the quay capacity. And compare each coefficients by decomposing the working hours at the terminal.

• 한국수자원학회:학술대회논문집
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• 한국수자원학회 2009년도 학술발표회 초록집
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• pp.1612-1615
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• 2009

Water supply reliability indexes (WSRI) is estimated for assessment of water supply capacity in the downstream for parallel reservoir system in Nakdong River, South Korea, using allocation rule (AR) according to the water supply capacity of each reservoir and the characteristic of parallel reservoir system. The result of the analyzing parallel reservoir system for Andong and Imha reservoir in Nakdong River does not include evidences available enough to decide whether the results of water supply analysis are excellent in the current reliability evaluation or not. However, AR (C) shows a good result in the water supply capacity for each reservoir based on the connected operation system and the total water supply capacity at the control point of downstream by the average water supply capacity and possible range of water supply capacity suggested by this study. The average water supply capacity is analyzed by the reliability of monthly average water supply capacity. Furthermore, the possible range of water supply capacity is estimated by the standard deviation when water deficit occurs. Therefore, AR (C) is useful to establish and estimate the planning water supply capacity according to the monthly water supply condition and the possible range of water supply capacity when the water supply capacity deficit occurs, South Korea.

• 대한토목학회논문집
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• 제28권1A호
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• pp.25-37
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• 2008

역량스펙트럼 방법은 그래픽적인 방법으로 간단하게 지진해석을 수행한다. 개발 초기에 역량스펙트럼 방법은 빌딩구조물에 주로 사용되었으나 최근에는 교량구조물에도 사용할 수 있도록 확장되었다. 역량스펙트럼 방법은 비탄성 정적해석으로부터 구한 역량곡선과 유효감쇠 혹은 강도감소계수를 사용하여 선형탄성 설계스펙트럼을 감소시켜 구한 요구도 스펙트럼에 기반을 두고 있다. 본 논문에서는 감소된 요구도 스펙트럼은 강도감소계수에 대한 몇 개의 제안식을 사용하여 구한 비탄성 요구도 스펙트럼을 사용한다. 역량스펙트럼 해석에 대한 강도감소계수의 영향은 세가지 종류의 대칭 및 비대칭 교량에 대하여 평가하였다. 몇 개의 강도감소계수를 적용한 역량스펙트럼 방법의 정확성을 평가하기 위하여, 역량스펙트럼 방법에 의한 최대변위를 8개의 인공지진에 의한 비탄성 시간이력해석 결과와 비교하였다. 강도감소계수 제안식 중 SJ 제안식에 의한 역량스펙트럼 해석의 최대변위가 비탄성 시간이력해석 결과와 가장 일치하는 결과를 나타냄을 알 수 있었다.

• 유통과학연구
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• 제17권7호
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• pp.5-13
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• 2019

Purpose - In order for companies to be competitive and adapt to the trend of development, it is important for many airlines to secure outstanding human resources and the need to nurture them. It can be expected that by systematically analyzing and organizing the characteristics and types of competences considering the duties of the airline cabin crew, the personal and organizational capacities of the cabin crew can be defined and presented theoretically. Research Design, Data, and Methodology - This survey was conducted over a seven-month period from February 1 to September 30, 2018 and was designated as a domestic airline flight attendant. Direct visits to Incheon International Airport and Gimpo International Airport were also conducted through an online questionnaire. A total of 515 questionnaires were used for empirical analysis. To verify two hypothesis of this study, a regression analysis and exploratory factor analysis (EFA) were performed using SPSS WIN 26.0. Results - Analysis on the impact of personal capacity of airline cabin crew on job satisfaction showed that technical competence, knowledge capacity and ability capacity, which are sub-factor factors of personal capacity, had a positive effect on job satisfaction. Recovery resilience also plays a positive role in relationships between individual competence and job satisfaction. Conclusions - It has been empirically analyzed that the personal characteristics of the airline crew have a significant effect on flight attendant's job satisfaction. It can be seen that flight attendants tend to perform well beyond what is required in their duties, and that active and confident cabin crew members tend to perform well in the direction of improving their duties, and are also highly satisfied with their duties.

• 한국지반공학회논문집
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• 제20권3호
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• pp.85-96
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• 2004

본 연구는 점토층위의 모래지반에 위치하는 표면기초의 극한지지력에 대해 이론적으로 조사하였다. 실용적인 적용을 위하여 표면기초의 지지력에 관한 연구들에 대한 검토와 논의가 제시되며, 한계해석(Limit Analysis)의 운동학적 접근방법을 이용하여 정해의 극한 지지력이 계산되었다. 운동학적 해는 상한값이며 해의 정확성은 파괴메카니즘의 형상에 달려 있다. 이러한 방법은 설계도표를 만드는데 편리할 뿐만 아니라 물성치의 영향을 추정할 수 있다. 본 연구에서는 범용 유한요소해석 프로그램인 ABAQUS를 사용하여 탄소성 이론에 근거하여 극한지지력을 계산하였다. 운동학적 방범으로 계산된 결과와 유한요소 해석, 한계평형론에 근거한 몇몇 알려진 식들(Yamaguchi, Meyerhof와 Okamura 등)에 의한 결과를 비교하였다. 아울러, 운동학적 방법에 의한 제안식과 유한요소해석 결과와 한계평형해석 결과의 유효성에 대하여 검증하였다.

• Geomechanics and Engineering
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• 제18권3호
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• pp.315-328
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• 2019

This paper presents an investigation on bearing capacity, load-settlement behavior and safety factor of rock-soil slopes reinforced using geogrid-box method (GBM). To this end, small-scale laboratory studies were carried out to study the load-settlement response of a circular footing resting on unreinforced and reinforced rock-soil slopes. Several parameters including unit weight of rock-soil materials (loose- and dense-packing modes), slope height, location of footing relative to the slope crest, and geogrid tensile strength were studied. A series of finite element analysis were conducted using ABAQUS software to predict the bearing capacity behavior of slopes. Limit equilibrium and finite element analysis were also performed using commercially available software SLIDE and ABAQUS, respectively to calculate the safety factor. It was found that stabilization of rock-soil slopes using GBM significantly improves the bearing capacity and settlement behavior of slopes. It was established that, the displacement contours in the dense-packing mode distribute in a broader and deeper area as compared with the loose-packing mode, which results in higher ultimate bearing load. Moreover, it was found that in the loose-packing mode an increase in the vertical pressure load is accompanied with an increase in the soil settlement, while in the dense-packing mode the load-settlement curves show a pronounced peak. Comparison of bearing capacity ratios for the dense- and loose-packing modes demonstrated that the maximum benefit of GBM is achieved for rock-soil slopes in loose-packing mode. It was also found that by increasing the slope height, both the initial stiffness and the bearing load decreases. The results indicated a significant increase in the ultimate bearing load as the distance of the footing to the slope crest increases. For all the cases, a good agreement between the laboratory and numerical results was observed.

• 한국컴퓨터정보학회논문지
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• 제26권2호
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• pp.201-211
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• 2021

본 연구는 물류기업이 블록체인기술을 활용하는 경우에 다른 비즈니스 모델을 가질 것이라고 보고 이러한 비즈니스 모델을 파악하는 것을 연구목적으로 한다. 이와 더불어 블록체인기술을 활용하는 물류기업들의 흡수역량과 성과의 차이를 파악하고자 한다. 이러한 연구목적을 달성하기 위해 본 연구에서는 물류기업에 대한 설문조사를 실시하였고 수집된 자료를 분석하였다. 비즈니스 모델을 파악하기 위하여 군집분석을 실시하였고 군집분석의 유의성을 파악하기 위하여 분산분석을 실시하였다. 군집분석을 통해 파악된 비즈니스 모델에 따라 흡수역량과 성과의 차이를 분석하였다. 추가적으로 흡수역량과 성과 차이를 파악하기 위해 PLS 분석을 실시하였다. 결과를 보면 물류기업들은 블록체인기술을 채택함에 있어 다른 비즈니스 모델의 유형을 가지고 있다는 것을 알 수 있었다. 비즈니스 모델의 발전정도가 높은 기업군들이 흡수역량과 성과 수준에서 높은 결과를 나타내었다.

• 한국지반공학회논문집
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• 제37권11호
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• pp.7-22
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• 2021

본 연구에서는 현장타설말뚝에서 실시된 양방향말뚝재하시험 자료에 대하여 역해석을 실시하였다. 그리고 실트질 점토, 실트질 모래, 모래질 실트, 모래질 자갈, 풍화암, 연암의 다양한 선단지반에 지지된 대구경 현장타설 말뚝에 대하여 수치해석을 실시하여 지지력을 분석하였다. 지지력 분석은 P-S 방법, Davisson 방법, 25.4mm 허용침하량을 이용하여 산정하였다. 3가지 방법으로 분석한 최소 허용지지력은 19.64MN ~ 24.96MN으로 나타났다. 이때, 선단지지력은 두부재하하중의 2% ~ 12%를 분담하였으며, 주면마찰력은 두부재하하중의 88% ~ 98%를 분담하였다. 선단 지반의 강도가 클수록 허용지지력이 증가하는 것으로 나타났다. 그러나 최대 허용지지력과 최소 허용지지력의 차이는 5.32MN로 선단 지반종류에 따른 허용지지력의 증가는 27%에 불과하였다.