• 대한전기학회:학술대회논문집
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• 대한전기학회 2006년도 제37회 하계학술대회 논문집 C
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• pp.1572-1573
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• 2006

This paper presents electrical properties of Zinc Oxide(ZnO) surge arrester blocks under the power frequency AC voltages and various temperatures. The leakage current, $I_{R}-V$ curios and power dissipation for the fine and aged ZnO surge arrester blocks were measured as a function of the temperatures and applied voltages. When the temperature is increased from $50\;[^{\circ}C]$ to $150\;[^{\circ}C]$, the total leakage current significantly increased at the sane applied voltage level. Also, the resistive leakage currents and power dissipation were increased with increasing temperature. The leakage current and power dissipation of the aged ZnO arrester blocks were higher than the fine ZnO arrester blocks.

• Journal of applied mathematics & informatics
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• 제15권1_2호
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• pp.363-375
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• 2004

In this paper, We show that the bandpass random signals of the form ∑$_{\alpha}$$\alpha$$_{\alpha}$ a Sin(2$\pi$f$_{\alpha}$t + b$_{\alpha}$) where a$_{\alpha}$ being a random number in [0,1], f$_{\alpha}$ a random integer in a given frequency band, and b$_{\alpha}$ a random number in [0, 2$\pi$], generate Gaussian white noise signals and hence they are adequate for simulating Continuous Markov processes. We apply the result to the fluctuation-dissipation formula for the Johnson noise and show that the probability distribution for the long term average of the power of the Johnson noise is a X$^2$ distribution and that the relative error of the long term average is (equation omitted) where N is the number of blocks used in the average.error of the long term average is (equation omitted) where N is the number of blocks used in the average.

• Earthquakes and Structures
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• 제24권3호
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• pp.205-215
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• 2023

Currently, many studies are underway at home and abroad on the seismic performance evaluation and dry construction method of the masonry structure. In this study, a dry stack masonry wall system without mortar using concrete blocks is proposed, and investigate the seismic performance of dry filling wall frames through experimental studies. First, two types of standard blocks and key blocks were designed to assemble dry walls of concrete blocks. And then, three types of experiments were manufactured, including pure frame, 1/2 height filling wall frame, and full height filling wall frame, and cyclic load experiments in horizontal direction were performed to analyze crack patterns, load displacement history, rebar deformation yield, effective stiffness change, displacement ductility, and energy dissipation capacity. According to the experimental results, the full height filling wall frame had the largest horizontal resistance against the earthquake load and showed a high energy dissipation capacity. However, the 1/2 height filling wall frame requires attention because the filling wall constrains the effective span of the column, limiting the horizontal displacement of the frame. In addition, the concrete block was firmly assembled in the vertical direction of the wall as the horizontal movement between the concrete blocks was allowed within installation margin, and there was no dropping of the assembled concrete block.

• 한국산학기술학회논문지
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• 제19권10호
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• pp.640-647
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• 2018

우리나라는 지정학적 요인으로 인해 항만수요가 증가하고, 자연재난의 강도 또한 나날이 증대되고 있기 때문에 사용중인 항만의 확장 및 증설 계획에 맞추어 이미 사용한 소파블록을 재활용할 필요성이 날로 증가하고 있다. 하지만 소파블록의 재활용을 위한 평가시스템 및 규준이 현재 마련되어 있지 않아 기술자의 경험에 의존하여 재활용 및 폐기여부를 판단하고 있기 때문에 자원의 재활용이라는 경제적인 측면에서 이는 매우 비합리적이다. 이에 본 연구에서는 소파블록의 안전성을 평가하기 위해 지상에 놓인 소파블록은 육안으로, 수중에 놓인 소파블록은 잠수에 의한 외관조사를 수행하였고, 소파블록 20개에 대하여 반발경도를 측정하고, 3개소의 콘크리트 코어를 채취한 후, 이를 기초로 소파블록의 재료적 평가를 수행하였다. 또한 사용된 소파블록은 시공단계에 따라 이동과 거치하는 과정에서 부분적으로 혹은 완전히 파손되어 본래의 기능이 상실되는 경우가 종종 발생한다. 따라서 사용된 소파블록의 안정적인 재사용 여부를 검토하기 위해 범용 유한요소 프로그램인 ADINA를 이용하여 소파블록을 3차원 유한요소로 모형화하고, 소파블록의 이동, 거치 및 시공단계에 따른 충돌해석을 수행하였다. 마지막으로 재료적 평가결과를 이용하여 수행된 시공과정이 고려된 충돌해석결과로부터 소파블록의 재활용여부를 검토할 수 있는 합리적인 평가과정과 시공방법을 각각 제안하였다. 따라서 본 논문에서 사용된 평가방법으로 소파블록을 평가하여 재활용하면 경제비용적 관점에서 소파블록의 재사용을 극대화할 수 있을 것으로 기대한다.

• 한국조명전기설비학회:학술대회논문집
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• 한국조명전기설비학회 2007년도 춘계학술대회 논문집
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• pp.353-356
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• 2007

This paper presents the thermal and electrical characteristics of ZnO arrester blocks under the AC voltages. The leakage currents of ZnO arrester blocks were measured as a function of time. The temperature distributions of ZnO arrester blocks were observed by the forward looking infrared camera The degradation and thermal runaway of ZnO arrester blocks were closely related with the temperature limit of ZnO arrester blocks which decided heat generation and dissipation As a result, the degradation and thermal runaway of ZnO arrester blocks depend on the temperature and leakage current of ZnO arrester blocks.

• 대한전기학회:학술대회논문집
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• 대한전기학회 2007년도 제38회 하계학술대회
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• pp.1393-1394
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• 2007

This paper presents the thermal characteristics of ZnO arrester blocks under the AC voltage. The leakage currents of ZnO arrester blocks were measured as a function of time. The temperature distribution of ZnO arrester blocks were observed by the forward looking infrared camera. The degradation and thermal runaway of ZnO arrester blocks were related to the temperature of ZnO arrster blocks which depended on heat generation and dissipation. As a result, the degradation and thermal runaway of ZnO arrester blocks are associated with the temperature and leakage current of ZnO arrester blocks.

• 조명전기설비학회논문지
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• 제21권10호
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• pp.82-88
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• 2007

이 논문에는 교류전압에서 ZnO 피뢰기 소자의 열적 전기적 특성을 기술하였다. ZnO 피뢰기 소자의 누설전류는 시간의 변화에 따라 측정하였다. ZnO 피뢰기 소자의 온도분포를 열화상카메라에 의해 관측하였다. ZnO 피뢰기 소자의 열화 및 열폭주 현상은 열발생과 열방산을 결정짓는 ZnO 피뢰기 소자의 온도한계와 밀접한 관계가 있다. ZnO 피뢰기 소자의 저항은 ZnO 피뢰기 소자의 온도와 누설전류에 의해 민감하게 변화한다. 결론적으로 ZnO 피뢰기 소자의 열화 및 열폭주 현상은 ZnO 피뢰기 소자의 온도와 소자를 통해 흐르는 누설전류에 상당히 의존적인 것으로 나타났다.

• 한국조명전기설비학회:학술대회논문집
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• 한국조명전기설비학회 2009년도 추계학술대회 논문집
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• pp.335-338
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• 2009

In this study, in order to investigate the thermal and electrical properties of ZnO arrester block against 60[Hz] AC voltage, the changes in leakage current were measured. The temperature distribution appearing on the ZnO arrester blocks was observed using a forward looking infrared camera. In particular, the correlation between the thermal and electrical properties of a ZnO arrester block was analyzed experimentally. From this analysis, the thermal phenomena resulting from the heat generation and dissipation of the ZnO arrester block were interpreted. The degradation and thermal runaway phenomena of ZnO arrester block are closely related to the temperature limit of the ZnO arrester block. The installation of an additional metal electrode has resulted in the decrease of the leakage current due to the heat dissipation.

• 산업기술연구
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• 제14권
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• pp.101-107
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• 1994

This study is to investigate harbor oscillation phenomenon according to combination of the wall structures by model experiment in a three dimensional wave basin. Six different types of wall combination were chosen through combination of erect wall, erect dissipation block, and sand beach, wave height at selected points in the harbor were measured by electronic wave gage. Test results show that the wall structure composed solely of erect walls showed generally highest harbor oscillation. Since natural beach shows lower reflection than erect dissipation block do, we thought it would be more efficient to use natural beach for improved harbor oscillation. The result showed, however, that the erect dissipation block are more efficient than natural beach to attain less harbor oscillation. The reason seens that the erect dissipation blocks have better capability to control breaking wave on the surface of the structure.

• Steel and Composite Structures
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• 제41권6호
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• pp.861-871
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• 2021

This study aims at investigating the hysteretic performance of a novel composite wall panel fabricated by infilling aerated concrete blocks into a novel light-steel frame used for low-rise residential buildings. The novel light-steel frame is consisted of two thin-wall rectangular hollow section columns and a truss-beam assembled using patented U-shape connectors. Two bare light-steel frames and two composite wall panels have been tested to failure under horizontal cyclic loading. Hysteretic curves, lateral resistance and stiffness of four specimens have been investigated and analyzed. Based on the testing results, it is found that the masonry infill can significantly increase the lateral resistance and stiffness of the novel light-steel frame, about 2.3~3 and 21.2~31.5 times, respectively. Failure mode of the light-steel frame is local yielding of the column. For the composite wall panel, firstly, masonry infill is crushed, subsequently, local yielding may occur at the column if loading continues. Hysteretic curve of the composite wall panel obtained is not plump, implying a poor energy dissipation capacity. However, the light-steel frame of the composite wall panel can dissipate more energy after the masonry infill is crushed. Therefore, the composite wall panel has a much higher energy dissipation capacity compared to the bare light-steel frame.