• 설비공학논문집
• /
• 제4권4호
• /
• pp.360-369
• /
• 1992

A heat pump system is constructed to evaluate its performance and heat transfer characteristics with mixtures of R22/R142b as working fluids. The heat transfer in the evaporator and the overall performance are measured and analyzed in terms of the compositions and relevant variables. Possibility of capacity modulation by changing composition is observed without degradation of heat transfer coefficients and coefficient of performance. The cooling capacity is varied continuously within 200 percent based on minimum capacity at constant compressor speed. For similar cooling capacity, COP is improved by mixing two refrigerants and shows maximum value at 60％ mass fraction of R22. Average heat transfer coefficients of mixtures decrease in comparison with pure refrigerants at similar cooling capacity and mass flow rate. However, the overall heat transfer coefficients decrease moderately. A cycle simulation is performed in order to manifest the advantages of using refrigerant mixtures, considering experimentally observed heat transfer characteristics.

• Structural Engineering and Mechanics
• /
• 제41권4호
• /
• pp.479-494
• /
• 2012

This study explores a coefficient-based seismic capacity assessment method with a special emphasis on low-rise masonry in-filled (MI) reinforced concrete (RC) buildings subjected to earthquake motion. The coefficient-based method without requiring any complicated finite element analysis is a simplified procedure to assess the maximum spectral acceleration capacity of buildings. This paper first compares the fundamental periods of MI RC structures obtained, respectively, from experimental period data and empirical period-height formulas. The coefficient-based method for low-rise masonry buildings is then calibrated by the published experimental results obtained from shaking table tests. The comparison of the experimental and estimated results indicates that the simplified coefficient-based method can provide good approximations of the maximum spectral accelerations at peak loads of the low-rise masonry reinforced concrete buildings if a proper set of drift factors and initial fundamental vibration periods of structures are used.

• 한국지반공학회:학술대회논문집
• /
• 한국지반공학회 2010년도 추계 학술발표회
• /
• pp.303-314
• /
• 2010

This study, as basic research which was intended to develope the surface reinforcement method using reinforcement material which is applicable to very soft ground in Korea, was aimed at proposing the design parameter for the surface ground improvement method. To that end, a wide width tensile test using geotextile, geogrid and steel bar (substitute for bamboo) and 49 kinds of the laboratory model tests were conducted. And the result the study suggested $\beta_s$, the stiffness coefficient to evaluate the stiffness effect of reinforcement materials. Then, it was also found that the stiffness coefficient, $\beta_s$ as the testing constant would be appropriate as high as 1.0, 1.1 and 1.5 for geotextile, geogrid and steel bar, respectively. And It was evaluated that the stiffness effect affecting reinforcement improvement effect would be reduced as the thickness of embeded depth increases and that RFe, the stiffness effect reduction coefficient would have positive correlation with H/B. Finally, it was confirmed that the bearing capacity gained from the method to calculate bearing capacity, which was suggested in the study, would almost correctly estimate the capacity, demonstrating the appropriateness of the proposed bearing capacity calculation method.

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

• 한국콘크리트학회:학술대회논문집
• /
• 한국콘크리트학회 2003년도 봄 학술발표회 논문집
• /
• pp.705-710
• /
• 2003

In this study, to confirm the diffusion coefficient of chloride ion is affected by the concentration of NaCl solution, capacity of voltage, time of an electric current, the diffusion coefficient of chloride ion in concrete was investigated through an electrochemical accelerated test. and the results of these test were compared with the diffusion coefficient of chloride ion by test of sodium chloride solution digestion. As the results of this study, the diffusion coefficient of chloride ion wasn't affected by the concentration of NaCl solution, capacity of voltage, time of an electric current within the range of this study and was similar to the diffusion coefficient of chloride ion by test of sodium chloride solution digestion.

• 토지주택연구
• /
• 제9권3호
• /
• pp.1-8
• /
• 2018

유럽과 미국에서는 말뚝기초 설계에 한계상태설계법 사용이 거의 정착되었으며, 세계적 추세에 따라 국내에서도 국토해양부가 한계상태설계법에 기반한 교량하부기초 설계기준을 제정하였지만, 국내 말뚝공법 및 지반조건에 대한 저항계수 연구가 부족하여 당장 설계에 반영하기에는 어려운 여건이었다. 이에 본 연구에서는 국내에서 많이 사용되고 있는 PHC 매입말뚝의 저항계수를 구하기 위하여 LH설계기준과 도로교설계기준 방법으로 산정한 지지력과 LH 현장에서 실시한 정재하시험(21회)과 동재하시험(EOID 21회, Restrike 21회) 결과를 신뢰성분석을 실시하였으며, 선행 논문(재하시험에 의한 PHC 매입말뚝의 저항계수 산정)에서 수행한 결과보다 2배 이상 많은 데이터를 추가하여 분석하였다. 그 결과 정재하지지력(극한)으로 구한 저항계수는 설계식 및 목표신뢰도지수에 따라 0.64~0.83, 동재하지지력(극한)으로 구한 저항계수는 0.42~0.55로 나와 정재하지지력(극한)으로 구한 저항계수보다 약 33% 작게 나타났다. 반면 수정동재하지지력(EOID의 극한선단지지력 + Restrike의 극한주면지지력)으로 구한 저항계수는 0.55~0.71로 나와 정재하지지력(극한)으로 구한 저항계수와 비교 시 그 차이가 약 14%로 줄어들었다. 데이터 추가에 의해 저항계수를 산정한 결과 이전 저항계수와 같거나 0.04정도 증가하여 데이터가 2배 이상 추가되어도 저항계수가 의미 있을 정도로 크게 변하지 않은 것으로 나타났다. 결론적으로 본 연구에서 정재하 및 동재하시험으로 산정한 전체 저항계수는 전반적으로 도로교설계기준(2015)에서 제시한 저항계수 0.3보다 커서 경제적인 설계가 가능한 것으로 나타났다.

• 전기학회논문지
• /
• 제66권9호
• /
• pp.1317-1324
• /
• 2017

These days, a penetration of distributed generation(DG) has increased in power system. Due to increased penetration of DG, a whole system is forced to install the maximum hosting capacity of DG. Therefore analysis between the maximum hosting capacity of DG at the target bus and the whole system is important. If we know the maximum hosting capacity, it will be able to satisfy the demand of system planner and customer. In this paper, we use a genetic algorithm to calculate the hosting capacity with optimization program using Design Analysis Kit for Optimization and Terascale Applications(DAKOTA). To consider a real system, we establish constraints and use IEEE 34 node test system. In addition, through the correlation coefficient between the target bus and the other buses, when capacity of DG at the target bus increases, we analyze which capacity of DG at the other buses will be decreased.

• 토지주택연구
• /
• 제8권4호
• /
• pp.233-247
• /
• 2017

유럽과 미국에서는 말뚝기초 설계에 한계상태설계법 사용이 거의 정착되었으며, 세계적 추세에 따라 국내에서도 국토해양부가 한계상태설계법에 기반한 교량하부기초 설계기준을 제정하였지만, 국내 말뚝공법 및 지반조건에 대한 저항계수 연구가 부족하여 당장 설계에 반영하기에는 어려운 여건이다. 이에 본 연구에서는 일반적으로 시용하고 있는 PHC 매입말뚝을 국내 지반조건에 고려하여 Meyerhof(LH 설계기준, 도로교 설계기준) 방법과 상재하중을 고려할 수 있는 정역학적 공식 (Terzaghi의 지지력 계수와 Hansen&Vesic의 지지력 계수 적용)으로 산정한 지지력을 정재하시험(9회)과 동재하시험(EOID 9회, Restrike 9회) 결과를 비교 분석하여 저항계수를 산정하였다. LH 연구원의 선행연구(PHC 매입말뚝의 하중저항 설계정수 제안, 2012)에서 동재하극한지지력 (Rut)을 기준으로 했을 때 LH 설계기준에 대한 저항계수는 0.36~0.44를 나타낸 바 있으며, 본 연구에서는 저항계수가 0.39~0.48로 나타나 선행연구의 저항계수보다 약 8%정도 증가하였다. 본 연구에서는 정재하시험 결괴를 위주로 저항계수를 산정하였으며, 극한지지력을 기준으로 했을 때의 저항계수는 0.57~0.69(Meyerhof 방법 : LH 설계기준), Davisson 지지력을 기준으로 했을 때의 저항계수는 0.49~0.60(Meyerhof 방법 LH 설계기준)으로 동재하시험에 의한 저항계수와 차이가 크게 나타났다. 이러한 차이를 줄이고자 수정동재하지지력을 제시하여 저항계수를 제시하였으며 이때의 저항계수는 0.52~0.62(Meyerhof 방법 : LH 설계기준)로 나타나 정재하에 의한 저항계수와 차이가 많이 줄어들었다. 결론적으로 본 연구에서 정재하 및 동재하시험으로 산정한 전체 저항계수는 0.35~0.76으로 도로교 설계기준에서 제시한 저항계수 0.3보다 커서 경제적인 설계가 가능할 것으로 판단된다.

• International Journal of Air-Conditioning and Refrigeration
• /
• 제15권2호
• /
• pp.54-60
• /
• 2007

In this paper, we suggest the high efficient control method based on general PI control law for a variable speed refrigeration system. In the variable speed refrigeration system, the capacity and the superheat are mainly controlled by an inverter and an electronic expansion valve, respectively, for saving energy and improving coefficient of performance. Thus, we proposed a decoupling model to eliminate the interfering loop between the capacity and superheat at first. Next, we designed PI controller to control the capacity and superheat independently and simultaneously. Finally, the control performance was investigated through some experiments. The experimental results showed that the proposed PI controller based on the decoupling model can obtain good control performance under the various control references and thermal load.

• 한국산학기술학회논문지
• /
• 제13권11호
• /
• pp.4937-4943
• /
• 2012

버터플라이 밸브는 다른 밸브에 비해 작동의 용이성으로 각종 산업에서 유량 조절을 목적으로 많이 활용되고 있다. 버터플라이 밸브를 통과하는 유량을 제어하기 위해서는 디스크 각에 따른 용량계수에 따라 유량을 제어하게 된다. 본 논문에서는 고품질 밸브 제작을 위해 성능 지표 중에 하나인 용량계수를 기존의 제품의 3D 모델을 이용하여 유동 해석 및 분석을 수행하였고 이를 검증하기 위해 용량계수 측정 장비 측정을 통해 해석의 신뢰성을 확인하였다.