• 조명전기설비학회논문지
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• 제22권4호
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• pp.100-106
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• 2008

일반 가정집 부하는 컴퓨터, 비디오, 냉장고, 마이크로웨이브 오븐, TV, 오디오 등의 많은 비선형 부하를 가지고 있다. 이들 비선형 부하는 고조파 전류를 발생시키고, 전력계통의 정현파 전압을 왜곡시킨다. 고조파 측정 결과로 고조파는 시간에 따라 변하는 특성이 관측되었다. 시간에 따라 변하는 고조파를 해결하기 위해서 쓰이는 가장 보편적인 방법은 누적확률을 사용하는 것이다. 본 논문에서는 가정집 부하의 고조파 현장 측정과 EDSA 프로그램을 사용한 고조파 시뮬레이션을 심도 있게 다루고자 하였다.

• 조명전기설비학회논문지
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• 제18권2호
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• pp.68-74
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• 2004

본 논문에서는 고조파를 저감시키고 출력파형 개선을 위한 방법으로 입력측 DC링크 전압의 조합을 이용한 새로운 하이브리드형 멀티레벨 인버터를 제안한다. 제안한 인버터는 단상 풀-브릿지 인버터 모듈로 구성된 3개의 H-bridge cell로 구성되어 있다. 2개의 풀-브릿지 모듈은 레벨생성을 위해 사용되고 나머지 하나의 모듈은 PWM 스위칭 동작에 사용되어진다. 레벨 생성을 위한 인버터에 의해 9레벨이 생성되고 PWM 동작을 위한 인버터에 의해 2레벨이 더해지게 되어 결과적으로 총 11레벨의 출력전압을 생성시킬 수 있다. 제안한 시스템의 기본적인 동작원리를 상세하게 설명하고 PSpice 시뮬레이션과 시작품을 이용한 실험을 통해 타당성을 증명할 수 있었다.

• 조명전기설비학회논문지
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• 제20권2호
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• pp.29-37
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• 2006

중화학 공업은 전해조를 포함한 비선형 부하를 가지고 있다. AC-DC 컨버터가 화학공장의 전해조에 널리 쓰이고 있고, 전해조는 DC에 연결된 구조이다. 컨버터는 고조파 전류를 발생시키고, 전력계통의 전압을 왜곡시킨다. 본 논문에서는 전해조 부하의 고조파 현장 측정과 국제 고조파 관리 기준인 IEC 61000-3-6과 IEEE 519-1992에 의한 고조파 평가를 심도있게 분석한다.

• 한국농공학회지
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• 제21권1호
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• pp.53-62
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• 1979

Since the first installation of irrigation Systems in Korea , a large number of small and medium sized reservoirs have been constructed as the main water sources Some 412, 000 ha are at present irrigated from these sources of supply. Many of the reservoirs were designed in accordance with old low standards and have in addition suffered a loss in capacity through sedimentation. At the same time, water demand has increased with the in troduction of high yielding varieties of rice. The combination has resulted in severe water deficits. To study the problem, 16 sample reservoirs have been surveyed and analysed. The results of the study are summarized be low: 1. Average decrease in reservoir capacity from the installation to present-8% 2. Average soil erosion loss (m$^3$/km$^2$/year) is 536 m$^3$/km$^2$/year and average erosion depth of soil is 0. 5mm per year. 3. No relationship, between reservoir capacity per unit of watershed (m$^3$/km$^2$) and soil erosion loss was found. 4. Increases are required in reservoir capacity: 15.8% due to the introduction of HYV's; 16.6% due to the change of system losses from 10%to 25% The conclusion to be drawn from the above results is that existing reservoir capacity should be increased by an average of 32%. The unit storage capacity to be adopted should be 661 mm

• 조명전기설비학회논문지
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• 제26권9호
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• pp.73-79
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• 2012

In this paper, we study on how to determine the number of hidden layer neurons in neural network for predicting defect size of steam generator tube. It was reported in the literature that the number of hidden layer neurons can be efficiently determined with the help of cross-validation. Although the cross-validation provides decent estimation performance in most cases, the performance depends on the selection of validation set and rather poor performance may be led to in some cases. In order to avoid such a problem, we propose to use multifold cross-validation. Through the simulation study, it is shown that the estimation performance of defect width (defect depth, respectively) attains 94% (99.4%, respectively) of the best performance achievable among the considered neuron numbers.

• 조명전기설비학회논문지
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• 제17권5호
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• pp.103-110
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• 2003

대지 저항률이 높은 암반, 사력층 지역에서의 접지 저항은 일반적인 봉형 접지 전극으로는 얻기가 거의 불가능 하며 원하는 저항값을 얻기 위해서는 깊이 매설한 접지 전극과 접지 저항 저감제를 충분하게 사용하는 코어링 접지 방식을 채택하여 시설하는 것이 적절하다고 판단된다. 본 연구는 둥가반경 개념을 이용하여 코어링 접지 전극의 반 경이 확장되는 것을 보였으며 이릎 토대로 낮은 접지 저항이 얻어지고, 제주지역과 같이 고저항 지대에서의 각 토 양의 대지 저항률을 추정함으로써 다른 고저항 지대에서의 접지공사시 개략적인 접지저항을 예측하여 기초 자료로 사용할 수 있도록 하였다.

• 한국안전학회지
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• 제12권4호
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• pp.114-121
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• 1997

Helical anchors are foundation structure that designed to resist uplift loads are installed by applying in load to shaft while rotating it into the ground. These can be a cost effective means of proving tension anchorage for foundation where soil conditions permit their installation because of ease of installation. At present time, tapered helical anchors are commonly used to carry uplift loads. The uplift capacity includes the following factors : the height of overburden above the top helix, the resistant along a cylinder, the weight of the soil in the cylinder and suction force. In order to make clear behavior characteristics of helical anchors with pullout, model tests were conducted with respect to various embedment depth, space of helix, shape of helix. Based on the experimental study, the following conclusions are drawn. 1) The uplift capacity of multi helical anchors increase with embedment ratio of anchors The increase is smooth after critical uplift capacity. 2) Critical breakout factors and critical embedment ratio of multi helical anchor exist 7∼8, 4∼6 respectively. 3) Variation of uplift capacity with helix spaces show down after S/D=5. 4) Critical breakout factors of helical anchor in the laboratory test are similar to Das's theory.

• 한국안전학회지
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• 제31권1호
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• pp.54-60
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• 2016

The bottom of dikes must be kept impermeable to control hazardous chemicals spilled from storage tanks. Currently, insufficient related chemical control laws lead to a possibility to spread through the bottom. Generally, due to the high cost of installation and periodical maintenance, many businesses prefer to install the bottom with general concrete. But, since the impermeability of concrete is dependent on the kind of materials and chemical reaction, all concrete cannot be considered as impermeable material. Thus, it is necessary to make the installation standards of the dike bottom clear in order to avoid the argument over the impermeability and prevent the chemical accident. This study has suggested the standards of impermeable concrete by conducting 7-day exposure test to crude oil with the pilot dikes. The results have showed that the standards have the better impermeable performance compared with the germany standard, which have been penetrated at the maximum penetration depth of 1.9 cm. This study is expected to contribute to both the risk reduction of penetrating into the bottom and the cost reduction of spending to make the bottom of dikes impermeable.

• 한국조명전기설비학회지:조명전기설비
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• 제8권2호
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• pp.33-40
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• 1994

본 고에서는 쇼윈도 크기, 조명, 그리고 디스플레이간의 관계를 고찰하였다. 그 결과, 대구지역 쇼윈도의 평균공간 크기는 폭 341.3[cm], 높이 233.4[cm]였다. 광원은 할로겐램프, 형광등, 백열등의 순으로 사용되었고, 2가지 이상의 광원이 병용되며 국부조명법이 주로 사용되었다. 상점종사자들의 디스플레이와 조명에 대한 의식에서는 디스플레이의 필요성이나 중요성에 대해 잘 인식하고 있으나 조명효과가 상품의 색, 진열방법 등과 같은 다른 요소와 조화를 이루어야 한다는 점은 과소평가되고 있다.

• Geomechanics and Engineering
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• 제21권6호
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• pp.551-564
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• 2020

High-stress and complex geological conditions impose great challenges to maintain excavation stability during deep underground mining. In this research, large anisotropic deformation and its management by support system at a deep underground mine in Western Australia were simulated through three-dimensional finite-difference model. The ubiquitous-joint model was used and calibrated in FLAC3D to reproduce the deformation and failure characteristics of the excavation based on the field monitoring results. After modeling verification, the roles of mining depth also the intercept angle between excavation axis and foliation orientation on the deformation and damage were studied. Based on the results, quantitative relationships between key factors and damage classifications were presented, which can be used as an engineering tool. Subsequently, the performance of support system installation sequences was simulated and compared at four different scenarios. The results show that, first surface support and then reinforcement installation can obtain a better controlling effect. Finally, the influence of bolt spacing and ring spacing were also discussed. The outcomes obtained in this research may play a meaningful reference for facing the challenges in thin-bedded or foliated ground conditions.