• 콘크리트학회지
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• 제26권3호
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• pp.36-40
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• 2014

• 감성과학
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• 제14권4호
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• pp.593-604
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• 2011

본 연구는 새롭게 조명되고 있는 실내 벽면녹화 공간화의 영역확대와 복합적이고 다 학문적 관점으로써 관람자 선호요인을 파악하여 실내 공간디자인에 관련한 다양한 정보를 구축하고자 하는 시도이다. 실내 벽면녹화의 사례를 자극물로 선정하여 관람자 선호시점에 대한 요인의 상호 상관 관계성을 구체적이고 개별적 특성으로 추출해냄으로써 폭 넓게 확산되고 있는 실내 벽면녹화 공간영역의 적용 가능성을 제안하였다. 요인분석 결과 관람자들은 자극물에 대해 '쾌적한, 멋진, 풍요로운'의 3가지 차원으로 구분하여 인지하고, 선호도와 상관관계가 높은 형용사 이미지 언어는 '시원한, 깔끔한, 자연스러운, 편안한, 아름다운' 이다. 자극물에 대한 선호디자인 요소의 공통되는 중요도는 색채>구성요소>이미지 형태 식물특성 순으로 나타났으며, 구체적인 디자인 수준별 요소는 대비조>가구>모던 중심형 넝쿨성 관엽식물 순으로 선호되는 것으로 나타났다. 한편 본 연구는 실내 벽면녹화디자인의 정량적 측정에 관련한 프로세스를 제안함으로써 새로운 디자인방향제시의 기회를 갖는데 의의를 두고 있으며, 신뢰도를 높이기 위한 지속적인 검증 연구가 필요하다고 본다.

• 한국건축시공학회지
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• 제11권3호
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• pp.301-309
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• 2011

현재 국내 주택의 근간을 이루는 내력벽식 공동주택은 구조적 한계로 인해 단수명화되고 있다. 이로 인해 발생하는 재건축은 막대한 자원 및 에너지 소비와 건설폐기물로 인한 환경오염을 유발하고 있다. 정부는 이러한 문제 해결의 방안으로 리모델링이 가능한 라멘구조를 유도하는 인센티브 제도를 시행하고 있다. 따라서 새로운 개념을 적용한 라멘구조의 공동주택을 위하여 개발된 복합PC구조인 Green Frame은 내력벽식 및 기존 라멘조식 공동주택이 리모 델링이 어렵다는 단점을 개선할 수 있을 뿐만 아니라 공사기간 단축이 가능할 것이다. 그러므로 본 연구에서는 Green Frame의 특성과 절대공기를 분석하고, 구조별 공동주택의 골조공사 공기와 비교 분석하여 차이점을 규명하였다. 그 결과 Green Frame을 공동주택에 적용할 경우 공기단축이 가능한 것으로 나타났다. 따라서 건설공사에서 공기는 매우 중요한 요소로 향후 성공적인 공동주택의 사업을 위해서 중요한 핵심기술로서의 역할을 할 수 있을 것으로 사료된다.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 2000년도 봄 학술발표회 논문집
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• pp.419-426
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• 2000

The purpose of this study is to present the application of WFS co-mixtures for retaining wall as flowable backfill. The fly ash, generated at the Tae-An thermoelectric power plant, was used in this research and was classified as Class F. Green Sand, Furane Sand, and Coated Sand, which had been used at a foundry located in Pusan, were used. Couple of laboratory tests and small scale retaining wall tests were performed to obtain the physical properties of the WFS co-mixtures and the possibility of backfill materials of retaining wall. The range of permeability for all the co-mixtures was from 3.0${\times}$10$\^$-3/ cm/s to 6.0${\times}$10$\^$-5/ cm/s. The unconfined strength of the 28-day cured specimens reached around 550kPa. Results of the consolidated-undrained triaxial test showed that the internal friction angle is between 33.5$^{\circ}$ and 41.8$^{\circ}$. The lateral earth pressure against wall decreased up to 80% of initial pressure within a 12 hours and the total lateral earth pressure is less than that of typical granular soil. It was enough to construct the backfill for the standard retaining of 6m with just two steps, like fill the co-mixtures for half of retaining wall, and then fill the others after 1 day. The stability of retaining wall for overturning and sliding increased as the curing time elapsed.

• 국제학술발표논문집
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• The 1th International Conference on Construction Engineering and Project Management
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• pp.814-819
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• 2005

There is growing consciousness of the environmental performance of buildings in Hong Kong. The Buildings Department, the Lands Department and the Planning Department of the Hong Kong Government issued the first of a series of joint practice notes [1] to promote the construction of green and innovative buildings. Green features are architectural features used to mitigate migration of noise and various air-borne pollutants and to moderate the transport of heat, air and transmission of daylight from outside to indoor environment in an advantageous way. This joint practice note sets out the incentives to encourage the industry in Hong Kong to incorporate the use of green features in building development. The use of green features in building design not only improves the environmental quality, but also reduces the consumption of non-renewable energy used in active control of indoor environment. Larger window openings in the walls of a building may provide better natural ventilation. However, it also increases the penetration of direct solar radiation into indoor environment. The use of wing wall, one of the green features, is an alternative to create effective natural ventilation. This paper therefore presents a preliminary numerical study of its ventilation performance using Computational Fluid Dynamics (CFD). The numerical results will be compared with the results of the wind tunnel experiments of Givoni.

• 한국식품저장유통학회지
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• 제4권3호
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• pp.301-309
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• 1997

This study was conducted to examine morphological characteristics and the content of cell wall polysaccharides of Brassica campestris var. pekinensis(baechu). First of all, the variety of scientific name and naming of parts of baechu in the literatures of kimchi showed, which will unify marks. So, we propose not so much mid-rib and leaf blade of baechu leaf as white part and green part, respectively. On the other hand, the forms of vessel elements of white part in baechu consist in ring, sclariform and reticulate thickening. The proximate compositions and contents of cell wall polysaccharides of baechu has significant differences between its cultivars. The cell wall pectin from baechu exhibited four peals with molecular weights of 2,000,000, about 100,000 and less than 10,000 by gel filteration chromatography and hemicellulose did two peaks with molecular weights of 2,000,000 and 10,000.

• 한국분말야금학회:학술대회논문집
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• 한국분말야금학회 2006년도 Extended Abstracts of 2006 POWDER METALLURGY World Congress Part2
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• pp.750-751
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• 2006

We investigated the mechanism how the high green density can be provided during die lubricated warm compaction (WD). We observed and analyzed the densification processes of iron powders including different contents of an inner lubricant, and measured the lateral pressure at the die wall during WD in comparison with conventional compaction and warm compaction. As a result, the high density in WD was due to not only the particles-deformation enhanced by warming powders but also the particles-rearrangement promoted by reducing an amount of the inner lubricant rather than the die lubrication.

• 한국실내디자인학회:학술대회논문집
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• 한국실내디자인학회 2004년도 추계학술발표대회 논문집
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• pp.173-174
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• 2004

The Great Wall is an element in University which stand outs as a landmark. The Great Wall is located in front of the grand staircases of the gymnasium in the main gate area. Falling water and Lights shows a spectacle panorama in various point of view. Water falls down the top of the grand staircases and the front walls. And the red, blue and green lights brighten the falling water in the evenings. Also the relief of the palm tree and turtle symbolizes the University Identity. The wall is comprehends not only the day and the night but four seasons. The Water, Lights, and the Relief are coordinates well along with the new building in campus.

• Advances in concrete construction
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• 제11권1호
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• pp.33-43
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• 2021

A new type of composite insulated concrete sandwich wall (ICS-wall), which is composed of a triangle truss steel wire network, an insulating layer, and internal and external concrete layers, is proposed. To study the mechanical properties of this new ICS-wall, tensile, compression, and shearing tests were performed on 22 specimens and tensile strength and corrosion resistance tests on 6 triangle truss joints. The variables in these tests mainly include the insulating plate material, the thickness of the insulating plate, the vertical distance of the triangle truss framework, the triangle truss layout, and the connecting mode between the triangle truss and wall and the material of the triangle truss. Moreover, the failure mode, mechanical properties, and bearing capacity of the wall under tensile, shearing, and compression conditions were analyzed. Research results demonstrate that the concrete and insulating layer of the ICS-wall are pulling out, which is the main failure mode under tensile conditions. The ICS-wall, which uses a graphite polystyrene plate as the insulating layer, shows better tensile properties than the wall with an ordinary polystyrene plate. The tensile strength and bearing capacity of the wall can be improved effectively by strengthening the triangle truss connection and shortening the vertical distances of the triangle truss. The compression capacity of the wall is mainly determined by the compression capacity of concrete, and the bonding strength between the wall and the insulating plate is the main influencing factor of the shearing capacity of the wall. According to the tensile strength and corrosion resistance tests of Austenitic stainless steel, the bearing capacity of the triangle truss does not decrease after corrosion, indicating good corrosion resistance.

• Journal of Advanced Research in Ocean Engineering
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• 제3권4호
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• pp.174-183
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• 2017

Numerical simulations were performed about the green water problem of a FPSO. Three regular waves in head sea were tested. A rectangular box-shaped FPSO was considered and it is assumed there is a vertical wall on the deck. For the numerical simulations, an open-source CFD code, OpenFOAM, was applied to solve the present problems. Focus is on wave fields around the FPSO, water flows and impact pressures on the deck. For the validation, the present calculation results were compared with the existing experimental of Lee et al. (2012) and Changwon university in KTTC Cooperative Study Report (2015). The statistical values and spatial distribution of the peak pressures are directly compared with the experimental data. Some discussions are made on the effects of the domain breadth on the Green water impact pressure.