• 한국태양에너지학회:학술대회논문집
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• 한국태양에너지학회 2011년도 추계학술발표대회 논문집
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• pp.196-201
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• 2011

The energy used in Korea is strongly dependent on that produced by foreign countries. Accordingly, saving energy is more important than ever, because of the rise of international oil prices and depletion of oil resources. The development of energy efficient buildings is required especially for public buildings in Korea. In this study, the energy use of public buildings is identify. Then, the analysis of energy usage through regional offices in Busan City offers energy performance for public buildings.

• 대한전기학회:학술대회논문집
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• 대한전기학회 2005년도 제36회 하계학술대회 논문집 B
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• pp.1416-1418
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• 2005

This paper presents a new hybrid control method of asymmetrical half-bridge converter(AHBC) with low voltage stresses of the diodes and interleaved PFC(power factor correction). The proposed new control scheme can observe variation of secondary diodes voltage stresses by variation of duty ratio and then decide the control portions which are asymmetrical control and PFM(Pulse Frequency Modulation). Therefore, the proposed control scheme has many advantages such as a low rated voltage of the secondary diodes, low conduction loss according to the low voltage drop and wide zvs range by load variation. Through simulation results, the validity of the proposed control scheme is demonstrated.

• 한국기계기술학회지
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• 제20권6호
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• pp.830-835
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• 2018

The tubular link chain conveyor works under very extreme conditions such as high tensile load, friction, and dangerous operating environments. In this study, we propose an optimal design plan for reducing cost and improving performance through weight reduction of tubular link chain conveyors for sludge transport. For light weight of tubular link chain conveyor, the optimization software using SHERPA algorithms, HEEDS was used in conjunction with ANSYS Mechanical V14.5, which is widely used in structural analysis, to achieve optimal tubular link chain. Through the optimization process, 19% light weight was achieved.

• 전력전자학회:학술대회논문집
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• 전력전자학회 1998년도 Proceedings ICPE 98 1998 International Conference on Power Electronics
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• pp.701-708
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• 1998

This paper presents a novel non-resonant PWM DC-DC converter for X-ray high-voltage power generator using the parasitic impedances of the high-voltage high-frequency link transformer with its output high-voltage control scheme and steady-state characteristics compared to the conventional series-parallel resonant DC-DC converter. The key point of this approach is to evaluate effectiveness of reduction of the turn ratio of the high-voltage high-frequency transformer on improvements in power conversion efficiency and the power factor applying a boost AC-DC converter as DC voltage source, especially in the long exposure term and light output load ranges.

• 전기학회논문지
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• 제61권10호
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• pp.1432-1441
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• 2012

In this study, an improved LCCT(Inductor-Capacitor-Capacitor-Trans) Z-source inverter(Improved LCCT ZSI) with characteristics of Quasi Z-source inverter(QZSI) and LCCT Z-source inverter(LCCT ZSI) is proposed. The proposed inverter can also reduce the voltage stress and input current/capacitor voltage ripples compared with conventional LCCT ZSI and Quasi ZSI. A two winding trans in Z-impedance network of the conventional LCCT ZSI is replaced by a three winding trans in the proposed inverter. To verify the validity of the proposed inverter, a DSP controlled hardware was made and PSIM simulation was executed for each method. Comparing the current and voltage ripples of each method under the condition of input DC voltage 70[V] and output AC voltage 76[Vrms], the input current and capacitor voltage ripple factors of the proposed inverter were low as 11[%] and 1.4[%] respectively. And, for generation of the same output AC voltage of each method, voltage stress of the proposed inverter was low as 175[V] under the condition of duty ratio D=0.15. As mentioned above, we could know that the proposed inverter have the characteristics of low voltage stress, low ripple factor and low operation duty ratio compared with the conventional methods. Finally, the efficiency according to load change/duty ratio and the transient state characteristics were discussed.

• Structural Engineering and Mechanics
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• 제70권1호
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• pp.67-80
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• 2019

Strengthening with near surface mounted carbon fibre reinforced polymers (NSM-CFRP) is a strengthening technique that have been used for several decades to increase the load carrying capacity of reinforced concrete members. In Iraq, many concrete buildings and bridges were subjected to a wide range of damage as a result of the last war and many other events. Accordingly, there is a progressive increase in the strengthening of concrete structures, bridges in particular, by using CFRP strengthening techniques. Near-surface mounted carbon fibre polymer has been recently proved as a powerful strengthening technique in which the CFRP strips are sufficiently protected against external environmental conditions especially the high-temperature rates in Iraq. However, this technique has not been examined yet under repeated loading conditions such as traffic loads on bridge girders. The main objective of this research was to investigate the effectiveness of NSM-CFRP strips in reinforced concrete beams under repeated loads. Different parameters such as the number of strips, groove size, and two types of bonding materials (epoxy resin and cement-based adhesive) were considered. Fifteen NSM-CFRP strengthened beams were tested under concentrated monotonic and repeated loadings. Three beams were non-strengthened as reference specimens while the remaining were strengthened with NSM-CFRP strips and divided into three groups. Each group comprises two beams tested under monotonic loads and used as control for those tested under repeated loads in the same group. The experimental results are discussed in terms of load-deflection behavior up to failure, ductility factor, cumulative energy absorption, number of cycles to failure, and the mode of failure. The test results proved that strengthening with NSM-CFRP strips increased both the flexural strength and stiffness of the tested beams. An increase in load carrying capacity was obtained in a range of (1.47 to 4.49) times that for the non-strengthened specimens. Also, the increase in total area of CFRPs showed a slight increase in flexural capacity of (1.02) times the value of the control strengthened one tested under repeated loading. Increasing the total area of CFRP strips resulted in a reduction in ductility factor reached to (0.71) while the cumulative energy absorption increased by (1.22) times the values of the strengthened reference specimens tested under repeated loading. Moreover, the replacement of epoxy resin with cement-based adhesive as a bonding material exhibited higher ductility than specimen with epoxy resin tested under monotonic and repeated loading.

• Journal of Advanced Marine Engineering and Technology
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• 제40권3호
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• pp.223-227
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• 2016

다이오드를 이용한 정류기는 산업현장에서 널리 응용되고 있다. 그러나 입력전류에 많은 저차고조파가 포함되어 공급전압을 왜곡시켜 전력의 품질을 저하시키므로 이를 완화시킬 수 있는 적절한 설비가 필요하다. 또한 고조파 전류는 전력계통의 전압 왜곡, 가열 및 소음 등을 유발하여 효율을 떨어뜨린다. 고조파를 감소시키고 역률을 상승시키기 위하여 입력전류가 연속적이 되도록 하는 부스트 컨버터가 등장하였다. 본 논문에서는 입력전류에 포함된 고조파 전류를 감소시키고, 역률을 증가시킬 수 있을 뿐 아니라 전체 정류기 효율을 상승시키는 부스트 컨버터를 제안하였다. 이는 기존의 부스트 컨버터에 비해 전류가 통과하는 반도체의 개수가 감소하여 효율의 상승을 기대할 수 있다. 또한, 소프트웨어 PSIM을 활용하여 제안된 변환기의 유효성을 입증하였다.

• 정보처리학회논문지:소프트웨어 및 데이터공학
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• 제7권4호
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• pp.129-134
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• 2018

최근, 인공신경망 모델은 예측, 수치제어, 로봇제어, 패턴인식 등의 분야에서 촉망되는 기술이다. 본 연구에서는 인공신경망 모델을 이용하여 온실 외부 온도를 예측하고 이를 온실제어에 활용하는데 목적이 있다. 예측 모델의 성능 평가를 위해 다중회귀모델과 SVM 모델과의 비교분석을 수행하였다. 평가 방법으로는 10-Fold Cross Validation을 사용하였으며, 예측 성능 향상을 위해 상관관계분석 통해 데이터 축소를 수행하였고, 측정 데이터로부터 새로운 Factor 추출하여 데이터의 신뢰성을 확보하였다. 인공신경망 구축을 위해 Backpropagation algorithm을 사용하였으며, 다중회귀모델은 M5 method로 구축하였고, SVM 모델을 epsilon-SVM으로 구축하였다. 각 모델의 비교분석 결과 각각 0.9256, 1.8503과 7.5521로 나타났다. 또한 예측모델을 온실 난방부하 계산에 적용함으로써 온실에 사용되는 에너지 비용 절감을 통한 수입증대에 기여할 수 있다. 실험한 온실의 난방부하는 3326.4kcal/h이며, 총 난방시간이 $10000^{\circ}C/h$일 때 연료소비량은 453.8L로 예측된다. 아울러 데이터 마이닝 기술 중 하나인 인공신경망을 정밀온실제어, 재배기법, 수확예측 등 다양한 농업 분야에 적용함으로써 스마트 농업으로의 발전에 기여할 수 있다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 1998년도 터널.암반역학위원회 박사학위 논문집
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• pp.153-204
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• 1998

Prediction of lining loads due to tunnelling is one of the major issues to be addressed in the design of a tunnel. The objective of this study is to investigate rational and realistic design loads on tunnel linings. factors influencing the lining load are summarized and discussed. The instruments for measuring the lining loads are reviewed and discussed because field measurements are often necessary to verify the design methods. Tunnel construction in the City of Edmonton has been very active for storm and sanitary purposes. Since the early 1970's, the city has also been developing an underground Light Rail Transit system. The load measurements obtained from these tunnels are compared with the results from the existing design methods. However, none of the existing methods are totally satisfactory, Therefore, there is some room for improvement in the prediction of lining loads. The convergence-confinement method is reviewed and applied to a case history of a tunnel in Edmonton. The convergence curves are obtained from 2-D finite element analyses using three different material models and theoretical equations. The limitation of the convergence-confinement method is discussed by comparing these curves with the field measurements. Three-dimensional finite element analyses are performed to gain a better understanding of stress and displacement behaviour near the tunnel face. An improved design method is proposed based on the review of existing design methods and the performance of numerical analyses. A specific method or combination of two different methods is suggested for the estimation of lining loads for different conditions of tunnelling. A method to determine the stress reduction factor is described. Typical values of dimensionless load factors nD/H for tunnels in Edmonton are obtained from parametric analyses. Finally, the loads calculated using the proposed method are compared with field measurements collected from various tunnels in terms of soil types and construction methods to verify the method. The proposed method gives a reasonable approximation of the lining loads. The proposed method is recommended as an approximate guideline for the design of tunnels, but the results should be confirmed by field measurements due to the uncertainties of the ground and lining properties and the construction procedures, This is the reason that in-situ monitoring should be an integral part of the design procedure.

• 한국지반공학회논문집
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• 제28권6호
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• pp.5-17
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• 2012

철도선로에 설치되는 전철주기초의 모멘트에 대한 거동을 파악하기 위한 실물 재하시험을 수행하였다. 현행 시공방법에 따라 현장타설방식으로 설치된 직경 75cm, 깊이 2.5m의 원형 전철주기초 2본에 대하여 실제 조건과 동일한 모멘트 위주의 하중을 가하여 기초의 파괴모멘트를 확인하였다. 성토사면이 기초의 저항모멘트에 미치는 영향을 평가하기 위하여 사면방향과 사면반대방향으로 각각 모멘트를 가하였다. 국내 설계기준에 따라 성토지형에 설치된 전철주 기초는 파괴 이전까지는 변위가 거의 발생하지 않다가 급격한 전도로 파괴되는 취성거동을 보이는 것을 규명하였다. 성토사면의 영향으로 기초의 파괴모멘트가 30% 정도 감소하는 것으로 평가되었으며, 이를 토대로 전철주기초 설계에서 사면의 영향을 고려하기 위한 지형계수(K)로 0.7을 제안하였다. 또한 실물 재하시험 결과로 나타난 파괴모멘트를 국내외 설계방법의 저항모멘트 산정 결과와 비교함으로써 그 적합성을 평가하였다.