• 한국가구학회지
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• 제20권4호
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• pp.307-316
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• 2009

Seoul, the capital of Korea, is worldwide city; Seoul is 600 year-old city as a capital and more than 10 millions of population live in Seoul, Image of Seoul has began to be known to the peoples in the world through 1988 Seoul Olympic Games and 2002 World Cup. However, in the public design and trees lining street system, Seoul hasn't been escaped from the image of a city which lacks of the characterization in the culture and identity aspects. This paper applied a protective fence designing simulation for Cultural Street in Seoul to develop much more the identity of Seoul and characterization of local culture. Also, It's examined and analyzed R&D data, and applied traditional patterns to design to set developmental capacity of design and a direction of fence design in the past, present and future. It's analyzed the present condition of domestic manufacturers and examples for installation, selected randomly 7 places of domestic cultural places as an alternative to compare the previous design to the present design with 3D design and photos composing method, and developed the related situation. Also, It's visualized this method to let the citizens and all levels of society determine the design. besides that, developed the traditional patterns to apply the patterns to the design, considering the characteristic of each region and characteristic of each road. It's suggested this fence design to apply the image of advanced Korea and Seoul as a creative cultural city, and the international status of Korea and Seoul to the trees on the historical and traditional street. Also, put an importance to bring the identity of Seoul and Korea in the world into relief.

• 터널과지하공간
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• 제21권4호
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• pp.287-296
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• 2011

본 연구에서는 압축공기에너지 지하저장을 위한 복공식 암반공동의 기밀성능을 평가할 목적으로 다상유체 열유동 해석을 수행하였다. 기밀성능은 저장공동으로부터 누출되는 공기질량으로 평가하였으며, 저장공동 내부에 콘크리트 라이닝 기밀시스템을 설치하고 저장공동은 비교적 천심도인 지하 100m 심도에 위치하는 것으로 가정하였다. 저장공동 내 질량수지분석 결과, 콘크리트 라이닝 및 주변 암반의 투과계수가 누기량 및 저장공동의 장기적 기밀성능에 미치는 영향이 큰 것으로 파악되었으며 콘크리트 라이닝의 투과계수가 $1.0{\times}10^{-18}\;m^2$이하 일 경우, 저장공동 운영압력이 5 MPa에서 8 MPa 사이일 때 누기량은 1%이하 인 것으로 계산되었다. 또한, 콘크리트 라이닝의 초기포화도에 따른 공기누출량 계산결과, 라이닝 수분포화도를 증가시킬수록 누기량은 감소하고 저장공동 기밀성능이 향상됨을 확인하였다.

• 한국임상수의학회지
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• 제16권2호
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• pp.339-351
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• 1999

Excess secretion of goblet cell stimulated by inhalation anesthetics have side effects during operation or postoperative care. Mucosubstances, which are almost secreted by goblet cells in the epithelium of the respiratory tract, are secreted by a direct irritation of inhalation anesthetics. This study was carried out to compare the differences of mucus secretion on lower respiratory tract stimulated by ethyl ether, halothane and isoflurane. Total of 24 rabbits were used as experimental animals. The trachea and the 1st bronchi were fixed in 10% neutral buffered formalin. After embedding in paraffin, the specimens were sectioned to a thickness of 6 ${\mu}{\textrm}{m}$, and PAS-H, Alcian blue pH 2.5 and Alcian blue pH 1.0 stains were performed for the observation of the composition and the quantity of the mucus. The results were as follows; Ethyl ether and isoflurane irritated the mucous membrane of the respiratory tract. Ethyl ether irritated more than isoflurane. Halothane irritated the mucous membrane, but its effect was minimal and had little influences during operation. In the specimens stained with PAS-H, Alcian blue pH 2.5 and Alcian blue pH 1.0, the mucosubstance lining the cilia and in the goblet cells of the trachea and 1st bronchi were the strongly PAS-H reactive mucosubstances, moderately Alcian blue pH 2.5 and Alcian blue pH 1.0. The PAS-H reactive mucosubstance were polysaccharides, neutral mucopolysaccharides, mucoproteins, glycoproteins and glycolipids. Trachea was easily affected than bronchi by inhalation anesthetics. Consequently, it is suggested that because halothane does not irritates respiratory mucosal secretion, its application may be efficient to the depressed respiratory system.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2010년도 춘계 학술발표회
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• pp.1438-1447
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• 2010

국가 경제규모의 성장과 더불어 단위 건설현장의 규모도 대형화, 복합화 되어 가고 있는 추세이다. 이에 따라 건설현장의 다양한 자재, 장비, 인력 등의 자원에 관한 실시간 정보파악은 효율적인 프로젝트 관리의 필요성으로 대두되었다. 최근 건축분야에서는 다양한 첨단센서를 활용한 연구와 적용이 이루어지고 있다. 그러나 토목분야에는 이러한 연구가 거의 전무한 실정이다. 따라서 본 연구에서는 NATM 공법을 이용한 터널 시공 중 첨단센서를 적용할 수 있는 방안을 모색하기 위하여 자재를 이용한 진도관리에 있어서 실제 현장에 활용 가능한 방법을 제시하였다. 각 공정을 수행하는데 사용되는 자재목록을 만든 후에 공정의 대표여부, IT기술의 적용성을 검토하여 대표자재로 숏크리트와 라이닝을 선정하였으며, 선정된 대표자재를 이용한 공정시각화 및 진도관리 방안을 제시하였다.

• 한국항해항만학회지
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• 제34권10호
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• pp.775-780
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• 2010

기계장치에 있어서 브레이크 시스템은 기계의 안전상 동작만큼이나 중요한 부분이다. 기계를 급히 정지시켜야하는 비상시에 기계가 멈추지 않으면 큰 사고로 발전할 수 있기 때문이다. 이것은 모든 기계장치에서 공통된 사항이며, 선박에서 또한 마찬가지이다. 선박에는 2종류의 계류장치가 존재한다. 그 중 하나는 항해하는 선박을 근해에 정박시키기 위해서는 해저에 닻을 내리는 윈드라스 윈치이며, 또 다른 하나는 배를 항구에 계류시키기 위한 무어링 윈치이다. 그 중 기존에 사용하는 무어링 윈치의 경우, 브레이크 밴드가 하나의 철판으로 만들어져 있으며, 브레이크 밴드와 라이닝을 연결하는 볼트의 파손이 발생하게 된다. 본 연구에서는 이 파손을 방지하기 위해 유한요소해석 프로그램을 사용하여 응력이 집중되는 부위를 선정하였고, 이 부위를 분리하여 응력 집중을 해소하였다, 또한 이 분리지점의 각도에 따른 해석을 수행하여 최적의 위치를 선정하였다.

• 한국대기환경학회지
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• 제23권6호
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• pp.718-726
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• 2007

There are many varieties of asbestos: chrysotile, crocidolite, amosite, tremolite, actinolite, and anthophylite. These are widely used in construction materials, brake lining, textile, and so on. Even though non-asbestos fibers such as glassfiber and rockwool have manufactured because asbestos causes asbestosis, lung cancer, mesothelioma, etc., some bad effects of non-asbestos have been also reported. PCM (phase contrast microscopy) and PLM (polarized light microscopy) have been used to qualitatively analyze asbestoses. These techniques have serious drawbacks when identifying and separating various asbestoses. Recently scanning electron microscopy (SEM) equipped with energy dispersive X-ray analysis (EDX) has been known as an useful tool to analyze airborne particle since it provides physical and chemical information simultaneously. The purpose of the study was to classify both asbestos and non-asbestos fibers and finally to develop their source profiles by using the SEM/EDX. The source profiles characterized by 6 different types of asbestos fibers and 2 types of non-asbestos fibers had been developed by analyzing a total of 380 fibers. Analytical parameters used in this study were length, width, aspect ratio, and shape as physical information, and Na, Mg, Al, Si, K, Ca, Cr, Mn, Fe, and Cu as chemical information. All the parameters were intensively reviewed.

• 터널과지하공간
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• 제19권2호
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• pp.77-85
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• 2009

가변성 분할 라이닝 기밀시스템을 채용한 CAES-G/T 발전용 복공식 압축공기 지하저장 터널기술을 소개 하였다. 본 기밀시스템의 특징은 라이닝 세그먼트의 변위를 허용함으로써 고압 압축공기에 의한 내압을 암반이 최대한 부담토록 하고 특수고무시트 부착을 통해 저장터널의 기밀성을 향상시킨 것으로 요약할 수 있다. 이러한 기밀시스템을 채용한 가변성 터널기술은 압축공기 지하저장 시설의 천심도, 도심지 근교 및 도서지방에서의 시공을 가능케 하여 소규모의 분산형 CAES-G/T 발전이 가능할 뿐만 아니라 다양한 에너지(천연가스, LPG, DME) 지하저장시설로서의 활용이 기대된다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2009년도 춘계 학술발표회
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• pp.419-433
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• 2009

Pressure grouting is a common technique in geotechnical engineering to increase the stiffness and strength of the ground mass and to fill boreholes or void space in a tunnel lining and so on. Recently, the pressure grouting has been applied to a soil-nailing system which is widely used to improve slope stability. The soil-nailing design has been empirically performed in most geotechnical applications because the interaction between pressurized grouting paste and the adjacent ground mass is complicated and difficult to analyze. The purpose of this study is to analyze the increase of pullout resistance induced by pressurized grouting with the aid of performing laboratory model tests and field tests. In this paper, two main causes of pullout resistance increases induced by pressurized grouting were verified: the increase of residual stress; and the increase of coefficient of pullout friction. From the laboratory tests, it was found that residual stress in borehole increases by pressurized grouting and dilatancy angle could be estimated by cavity expansion theory using the measured wall displacements. From the field test results, the pullout resistance of soil-nailing with pressurized grouting was found to be 10% larger than that of soil-nailing with gravitational grouting, mainly caused by mean normal stress increase and dilatancy effect. So, the pullout resistance could be estimated by considering these two effects. The radial displacement increases with dilatancy angle increase and the dilatancy angle decreases with injection pressure increase. The measured pullout resistance obtained from field tests is in good agreement with the estimated one from the cavity expansion theory.

• 드라이브 ㆍ 컨트롤
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• 제12권1호
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• pp.1-8
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• 2015

The stability of friction characteristics and thermal management for a dry type dual clutch transmission (DCT) are inferior to those of a wet clutch. Too high temperature resulting from frequent engagement of DCT speeds up degradation or serious wear of the pressure plate or burning of the clutch disk lining. Even though it is significantly important to estimate the temperature of a dry double clutch (DDC) in real-time, few meaningful study of the thermal model of DDC has been known yet. This study presented a thermal analytical model of lumped parameters for a DDC by analyzing its each component firstly. Then a series of experimental test was carried out on the test bench with a patented temperature telemetry system to validate the proposed thermal model. The thermal model, whose optimal parameter values were found by optimization algorithm, was also simulated on the experimental test conditions. The simulation results of DDC temperature show consistency with the experiment, which validates the proposed thermal model of DDC.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2008년도 추계 학술발표회
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• pp.1532-1548
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• 2008

The tunnel type spillways is under construction to increasing water reservoir capacity in Dae-am dam. The tunnel outlet was planned to be made after installing slope stabilization system on natural slope there. Generally, the tunnel outlet is made perpendicularly to the slope, but in this case, it had to be made obliquely to the slope for not interrupting flow of river. Because of excavation in condition of natural slope caused to deflecting earth pressure, the outlet couldn't be made. So, artificial ground made with concrete that it was constructed in the outside of tunnel for producing the arching effect which enables to make a outlet. We were planned tunnel excavation was carried out after artificial ground made. Artificial ground made by poor mix concrete of which it was planned that the thickness was at least 3.0m height from outside of tunnel lining and 30cm of height per pouring. Spreading and compaction was planned utilized weight of 15 ton roller machine. In order to access of working truck, slope of artificial ground was designed 1:1.0 and applied 2% slope in upper pert of it for easily drainage of water. In addition to, upper pert of artificial ground was covered with soil, because of impaction of rock fall from upper slope was made minimum. The tunnel excavation of the artificial ground was designed application with special blasting method that it was Super Wedge and control blasting utilized with pre-percussion hole.