• 한국터널지하공간학회 논문집
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• 제7권4호
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• pp.295-304
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• 2005

지하철의 터널구간에서 화재가 발생하였을 때의 연기전파거리를 측정하였다. 대상은 길이 800m, 단면 $8{\times}5.5m$의 전형적인 지하철 터널로 3개의 급배기 겸용 샤프트가 설치되어 있으며 실험은 1/50의 축소모형을 이용하였다. 연기전파거리 측정을 위하여 열전대와 가시화 기법을 동시에 사용하여 정확도를 확보하였다. 급배기량과 화재크기가 연기전파거리에 미치는 영향을 파악하기 위하여 9개의 조건을 대상으로 실험하였다. 실험결과 분석을 통하여 지하철터널의 배연 설계에 있어서 연기전파거리가 주요 설계요소가 될 수 있음을 밝혔다.

• 한국지반공학회논문집
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• 제28권11호
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• pp.53-67
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• 2012

본 논문에서는 기존에 사용되던 철선 TDR계측선의 문제점을 해결하기 위해 스테인리스 스틸과 열수축튜브를 이용해 개량된 TDR계측선을 개발하여, 함수비에 대한 민감도를 높이고 노이즈를 줄이며 내구성을 향상시켜 TDR시스템의 현장적용성을 높였다. 개량된 TDR계측선을 이용하여 실내에서 포화도 변화실험과 아크릴모형실험을 수행하였으며, 실험결과 별도의 필터링 및 정량화 과정을 거치지 않은 초기 계측 그래프만으로 쉽게 포화, 불포화 및 건조구간을 파악할 수 있었다. 이후 대형 모형제방에 개량된 TDR센서를 설치하여 침투실험을 수행하였으며 그 결과, 실내시험과 같은 명확한 지하수 분포형태 파악이 가능하였으며, 침투 시간경과에 따른 각 구간의 지하수 분포변화를 파악할 수 있었고 손쉽게 모형제방의 침윤선을 작도할 수 있었다.

• 한국지반공학회논문집
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• 제34권4호
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• pp.49-55
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• 2018

근접굴착 시 지반변위를 억제하여 기존건물의 안정성을 확보하기 위해 굴착공사 중 흙막이벽체의 버팀대에 선행하중을 가하고 그 효과를 확인하였다. 선행하중을 가한 경우와 가하지 않은 경우에 대해서도 대형모형실험을 하였다. 지표면에 건물하중이 없는 경우와 건물하중이 있는 경우 각각 0m, 1D, 2D 에 대해 대형모형실험을 실시하였다. 본 연구에서는 모형실험에는 12m 폭의 기존건물을 축척 1:10으로 사용하였고, 폭 2m, 높이 6m, 길이 4m를 가진 대형토조에서 흙막이벽체와 인접건물의 거동에 대하여 실험을 수행하였다. 그 결과, 흙막이벽체의 버팀대에 선행하중을 작용시켜 흙막이벽체의 수평변위를 억제시켰을때 벽체배면 가상주동활동영역 내에 있는 인접건물의 안정성이 크게 향상되는 것을 확인하였다.

• International Journal of Naval Architecture and Ocean Engineering
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• 제8권5호
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• pp.442-455
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• 2016

The resistance and seakeeping performance of a high-speed monohull vessel were investigated through a series of model tests in a towing tank. The hull had a slender wave-piercing bow, round bilge, and small deadrise angle on stern. Tests on the bare hull in calm water were first conducted and tests on spray rails followed. The spray rails were designed to control the flow direction and induce a hydrodynamic lift force on the hull bottom to reduce trim angle and increase rise of the hull. The maximum trim of the bare hull was $4.65^{\circ}$ at the designed speed, but the spray rails at optimum location reduced trim by $0.97^{\circ}$. The ship motion in head seas was examined after the calm water tests. Attaching the rails on the optimum location effectively reduced the pitch and heave motion responses. The vertical acceleration at the fore perpendicular reduced by 11.3%. The effective power in full scale was extrapolated from the model test results and it was revealed that the spray rails did not have any negative effects on the resistance performance of the hull, while they effectively stabilized the vessel in calm water and waves.

• 대한기계학회논문집B
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• 제20권9호
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• pp.2924-2932
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• 1996

As the environmental pollution can be greatly reduced and the waste heat can be also recovered through a combustion of municipal solid waste, the incineration begins to be highlighted recently in our country. But it is very difficult to be operated with constant combustion conditions for a long time as the domestic waste is composed of various components, contains a large percentage of water, and has a low heating value. Therefore, the cold flow test and partial hot flow test were conducted in the incinerator by use of injection angles of a secondary air affecting fluid flow as the first action to maintain the optimum combustion conditions. A model to a scale of 1:10 was designed and manufactured through the similarity of model and prototype flows. Velocities and temperatures were measured through the experiment. From the results, fluid flows of secondary air obtained from partial hot flow test correspond almost well with those of main flow obtained from cold flow test. Consequently, injection angles of secondary air are proved to affect main flow decisively.

• 한국보건간호학회지
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• 제36권1호
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• pp.107-123
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• 2022

Purpose: This study was done to develop and test a scale to measure the homeboundness for low-income aged who live in the community. Methods: This was nursing methodology research. Homeboundness Scale development process was composed of construct identification based on concept analysis using the Hybrid model, 35 initial items. This number was reduced to 31 items through face validity tests by 7 experts. The preliminary Homeboundness Scale for low-income aged was administered to 240 aged who registered and received visiting health care service in the community health center located in S city. Data were analyzed using item analysis, factor analysis, Pearson correlation coefficients, and Cronbach's alpha. Results: Twenty-two items were selected for the final scale. Three factors evolved from the factor analysis, which explained 66.0% of the total variance. The internal consistency, Cronbach's alpha, was .945 and reliability of the subscales ranged from .890 to .934. Conclusion: Homeboundness Scale demonstrated acceptable validity and reliability. It can be used to assess the Homeboundness of the low-income aged in practice and research.

• 한국음향학회지
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• 제21권7호
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• pp.624-631
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• 2002

방음벽의 상단부 형상에 따른 삽입손실을 무향실에서 모형축척 방법으로 측정하고 상호 비교하였다. 높이 0.3m의 수직형 방음벽에 대한 삽입손실과 간단한 형상물을 상단부에 설치한 방음벽의 삽입손실과의 차를 비교하였다. 실험결과 단순히 높이를 증가시키는 경우보다 상단부에 간단한 형상을 설치한 것이 더 효과적이었다. 'T'형, 'Y'형 및 '(equation omitted)'형 방음벽에 대한 삽입손실을 비교한 결과 'T'형과 '(equation omitted)'형 방음벽은 비슷하였으며 'Y'형이 가장 좋은 효과를 나타냈다. 본 연구결과는 Alfredson(PIOC. Inter-Noise 95, p. 381, 1995)등의 결과와는 잘 일치하지만 May (J. Sound Vib. 71, p. 73, 1980) 등의 결과와는 상충된다. 따라서 어떤 형태가 가장 좋은지를 결정하는 것은 어렵다. 왜 이러한 상호 모순되는 결과를 얻게 되는가를 알기 위해 경계요소법을 적용한 결과 각 연구자들마다 다른 방음벽의 높이, 음원과 수음점의 위치, 높이와 거리를 서로 다른 실험조건을 가정했기 때문임을 알 수 있었다.

• 산업기술연구
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• 제30권B호
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• pp.25-32
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• 2010

In this paper stability about lateral soil movement of bridge abutment constructed on the soft ground, reinforced with the sand compaction pile (SCP) and the preconsolidaton methods, was evaluated by using the centrifuge testing facility which stress conditions in field could be reconstructed in the laboratory. The layouts of model such as ground condition, sand compaction piles and abutment was determined on the basis of similitude law with the reduced scale of 1/200. Construction sequences of installing SCP, preparing reclaimed ground, preconsolidating ground and building the piled bridge abutment were reconstructed during centrifuge modelling and measurements of movement were followed in each sequence. From analyzing the results of measuring movements of the model abutment and the ground, measured lateral movement of model abutment was found to be within the allowable value so that stability of abutment against lateral sliding was secured.

• 대한원격탐사학회:학술대회논문집
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• 대한원격탐사학회 2007년도 Proceedings of ISRS 2007
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• pp.452-455
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• 2007

3D stereoscopic viewing of large scale imagery, such as aerial photography and satellite images, needs different parallaxes relative to the display scale. For example, when a viewer sees a stereoscopic image of aerial photography, the optimal parallax of its zoom-in image should be smaller than that of its zoom-out. Therefore, relative parallax adjustment according to the display scale is required. Merely adjusting the spacing between stereo images is not appropriate because the depths of the whole image are either exaggerated or reduced entirely. This paper focuses on the improving stereoscopic viewing with a single remote sensing image and a digital surface model (DSM). We present the parallax adjustment technique to maximize the 3D realistic effect and the visual comfort. For remote sensing data, DSM height value can be regarded as disparity. There are two possible kinds of methods to adjust the relative parallax with a single image performance. One is the DSM compression technique: the other is an adjustment of the distance between the original image and its stereo-mate. In our approach, we carried out a test to evaluate the optimal distance between a single remote sensing image and its stereo-mate, relative to the viewing scale. Several synthetic stereo-mates according to certain viewing scale were created using a parallel projection model and their anaglyphs were estimated visually. The occlusion of the synthetic stereo-mate was restored by the inpainting method using the fields of experts (FoE) model. With the experiments using QuickBird imagery, we could obtain stereoscopic images with optimized parallax at varied display scales.

• 대한기계학회논문집A
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• 제34권8호
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• pp.1091-1096
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• 2010

본 연구는 풍하중 하에서 컨테이너 크레인의 전도사고 예방을 위한 경보시스템용 기준데이터를 도출하기 위하여 수행되었다. 분석방법으로 유동구조연성해석과 풍동실험이 사용되었으며, 크레인의 안정성에 대한 풍하중의 영향을 평가하기 위하여 컨테이너 터미널에서 널리 사용되고 있는 50 톤급 컨테이너 크레인이 해석모델로 선정되고, 19 가지 풍향이 설계변수로 채택되었다. 연구방법은 먼저 경계층풍동을 사용하여 풍향에 따른 컨테이너 크레인 모형에 대한 풍동실험을 수행한 후, ANSYS 와 CFX 를 사용하여 실제 크레인의 유동구조연성해석을 수행하였다. 다음으로 유동구조연성해석을 통해 산출된 부상력과 풍동실험을 통해 도출된 부상력을 비교하여 두 방법에 있어서 차이을 보정하기 위한 식을 제시하였다.