• 대한건축학회논문집:계획계
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• 제35권2호
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• pp.33-41
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• 2019

The purpose of this study is to provide a basic data for energy efficient apartment designs by analyzing electricity and gas usage according to horizontal locations of dwelling units in apartment buildings. The data for this research are collected from J-apartment complex, located at 'Wolbae' district in Daegu City. The data are sorted into several groups according to inner and outer locations, East-West locations, and the size of units. By the performance efficiency analysis, the study derives the result as follows: 1) generally inner units are more efficient than outer units. 2) West units are more efficient than East units. 3) The group that is most efficient in overall energy consumption is West-inner units (Group-D) and the least efficient group is East-outer units (Group-A1). 4) However, as units are getting bigger, inner units consumes more energy than outer units because of the gas usage patterns. The study also established cost analysis that shows the cost differences of usages for 30, 40, 50 years between each group. The result says Inner-outer location with East-West location affects a significant amount of the management costs. In terms of economic and social life of an apartment building, energy design standards need to be tuned and make the least efficient units perform as efficient as the most efficient units to optimize the social life of an apartment building.

• 실천공학교육논문지
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• 제9권1호
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• pp.31-39
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• 2017

단기 현장실습 위주의 양적 성장과 대학 간 과다 경쟁으로 현장실습의 내실화가 요구되며 학생의 실무능력 향상과 현장실습을 통한 채용연계성을 높이기 위한 방안으로 장기현장실습 모형의 필요성이 높아지고 정부와 대학의 참여도 증가하는 추세이다. 금오공대와 3개 참여대학은 2015년부터 중소 중견기업의 R&D 인력 부족현상과 취업을 앞둔 대학생들의 고민을 해결하기 위한 방안으로 중소 중견기업 R&D 관련부서에서 6개월동안 장기현장실습을 통해 R&D 실무능력을 향상하고 취업역량을 강화하기 위해 R&D 장기현장실습 프로그램인 산업인턴을 실시하고 있다. 본 논문에서는 2015년과 2016년 산업인턴 운영사례에 대한 비교 분석을 통해 사전준비 단계부터 종료시점까지 장기현장실습을 통한 효과적인 연계취업 활성화 방안을 제안하였으며 취업률 비교와 만족도 조사 비교를 통해 그 결과를 확인하였다.

• 한국압력기기공학회 논문집
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• 제20권1호
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• pp.7-15
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• 2024

Environmental qualification is required for safety related electrical equipment under harsh environments located in nuclear power plants according to 10 CFR 50.49 and RG 1.89. As analog technology has recently been replaced by digital technology, NRC established RG 1.209 as a regulatory guideline for environmental qualification of safety related computer-based I&C system located in mild environments, requiring evaluation for electromagnetic compatibility, smoke exposure and type test for actual service conditions such as temperature and humidity. In this paper, the trend of environmental qualification for digital equipment is analyzed by comparing the environmental qualification requirements between digital and analog equipment.

• 한국콘텐츠학회논문지
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• 제22권1호
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• pp.58-73
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• 2022

이 연구의 목적은 모바일 앱 실적 변수 간의 관계를 파악하여 예측 가능한 앱 실적 변수의 추정 모델을 구성하고 앱 리뷰가 앱 실적 지표에 미치는 영향을 검증하는 것이다. 연구1과 2에서는 상관분석과 기계학습의 랜덤 포레스트 회귀 추정을 사용하여 앱 실적 간의 관계를 도출하고 앱 실적 추정 모델링을 수행하였다. 연구3에서는 앱 리뷰를 텍스트 마이닝의 감성분석을 사용하여 일별 감성 점수를 도출한 후 다변량 시계열분석을 사용하여 앱 리뷰의 감성점수가 앱의 일일 설치 횟수에 선행하여 영향을 주는 것을 발견하였다. 앱을 개발하고 서비스하는 기업은 앱 실적 지표와 앱 리뷰에서 제기되는 불만족과 고객 니즈를 검토하여 적기에 앱을 개선하고 마케팅 판매촉진활동의 시점과 방향성을 도출할 수 있다.

• 한국기계가공학회지
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• 제18권11호
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• pp.57-62
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• 2019

This paper describes the prediction of eigenfrequencies due to changes in stiffness and mass in the connection area of the lap joint beam in terms of linear and torsional stiffness as well as connection length. The sensitivities of mass and stiffness in the finite element model were derived by using the first-order differential and algebraic equation and were thereafter applied to obtain new natural frequencies that were compared with theoretical exact solutions. Newly predicted natural frequencies due to only a change in stiffness were in relatively good agreement with those in lower modes for rigid joints, while further investigation was needed for flexible joints. On the other hand, only the change in mass resulted in a large discrepancy in the flexible joint case. It may be strongly anticipated that this study will provide a useful tool for estimating modal parameters by change in any design variable, such as the structural dimension, material property, or connection type for a large-scale structure, even though the proposed methodology is currently limited to a jointed beam.

• 한국기계가공학회지
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• 제18권2호
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• pp.58-64
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• 2019

This paper describes the analysis of dynamic characteristics and prediction of the stiffness for the joint between structural members. In the process of deriving the governing equations, the stiffness values responsible for the moment and shear force were modelled by using linear and torsional springs in the middle of a clamped-clamped beam. The sensitivities of the natural frequency and modal assurance criterion were investigated as a function of the dimensionless linear and torsional spring stiffness. The reliability of the predictions for the linear and torsional stiffness values was verified by the inverse computations of the stiffness matrix. The predictive and exact theoretical stiffness values were compared for the stiffness element in the finite element formulation, and their results show an excellent correlation. It is strongly anticipated that although the proposed methodology is currently limited to the analytical utilization, it will provide a useful tool to estimate unknown joint stiffness values based on the experimental natural frequency and mode shape.

• 한국기계가공학회지
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• 제19권11호
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• pp.29-34
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• 2020

In this study, a sensitivity formulation was applied to analyze the dynamic response due to the effect of the excitation force for the undamped vibration of the cantilever beam. The theoretically fundamental formulations were derived considering an eigenvalue problem and its modal analysis to govern the second order algebraic differential equation in terms of the change in the modal coordinate with respect to the design parameters. A representative physical quantity pertaining to the dynamic response, that is, the rate of change in the dynamic displacement, was observed by changing the design variables, such as the cross-sectional area of the beam. The numerical results were obtained at various locations, considering the application of the external forces and observation of the dynamic displacement. When the detection position was closer to the free end of the cantilever beam, the sensitivity of the dynamic displacement was higher, as predicted through the oscillating motion of the beam. The presented findings can provide guidance to compute the dynamic sensitivity for a flexibly connected structure under dynamic excitations.

• 한국기계가공학회지
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• 제20권8호
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• pp.11-17
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• 2021

This paper describes the time rate of change of dynamic response of a cantilever beam inserted with a damping element, such as bonding, which is excited under a general force at various locations. A sensitivity analysis was performed in a finite element model to show that two types of second-order algebraic governing equations were used to predict the rate of change of dynamic displacement: one is related to the modal coordinate linked to a physical coordinate, and the other to the design parameter of the time rate of change of displacement. The sensitivity differential equation formulation includes more complicated terms compared with that of the undamped cantilever beam. The sensitivities of the dynamic response were observed by changing the location of the excitation force, displacement extraction, and cross-sectional area of the beam. The analytical results obtained by this suggested theory showed a relatively good agreement when compared with those obtained using the commercial finite element program. The suggested analysis procedure enables the prediction of the response sensitivity for any finite element model of the dynamic system.

• 한국구조물진단유지관리공학회 논문집
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• 제10권3호
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• pp.165-175
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• 2006

사면거동 및 파괴를 분석하기 위하여, 일반적으로 암반사면에는 Polynomial model, 토사사면에는 Growth model을 별도로 적용하여 사용하여 왔다. 이 기법은 사면의 파괴예측보다 사면의 누적변위를 묘사하기 위한 그래프 형태 위주이다. 따라서 본 연구에서는 사면의 거동보다는 파괴 예측에 초점을 맞추어 일반적으로 사용되는 두 모델을 병합하여 파괴예측을 위한 Asymptote(점근선)과 누적변위량도 같이 묘사할 수 있는 3차 방정식 모델 (3-degree polynomial model)로 단일화 할 것을 제안하여 현장 계측 data를 분석하였다. 국도 절취 사면부인 단양군 고수재 사면과 영덕군 축산면에 위치한 영덕 사면에 본 해석 모델을 적용하였다. 고수재는 토사사면으로 Growth model에 다른 거동을 나타내었고, 영덕사면은 Polynomial model에 따른 거동을 나타내었다. 분석결과, Polynomial model 과 Growth model로 구분된 해석 모델 형태를 $y=ax^3+bx^2+cx+d$ 의 형태를 가지는 3차 방정식을 사용하면, 하나의 모델로 사면의 거동 및 파괴를 해석할 수 있으며, 그 거동 해석 및 파괴 예측능력이 더 우수하다는 것이 증명되었다. Polynomial model의 경우, 방정식의 차수를 증가시켜도, 그래프의 $R^2$값과 형태가 유사함을 알 수 있었다.