• 한국지반공학회논문집
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• 제28권12호
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• pp.77-86
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• 2012

본 연구에서는 개별요소법을 적용하여 화강암 기원의 풍화토에서 입자 크기와 입자크기 분포 특성 중 최대입경/최소입경의 비가 강도정수에 미치는 영향을 살펴보았다. 입자크기와 입도분포가 변화할 때의 전단강도 특성 변화를 규명하기 위하여 개별요소법 수치해석을 실시하였다. 점착력이 0.25MPa, 내부마찰각이 $29^{\circ}$인 강도특성을 갖는 기준시료를 수치해석적으로 구현한 후, 간극률을 기준시료와 동일하게 유지하면서 입자의 크기와 입도분포를 바꾸어 가며 점착력과 내부마찰각의 변화를 살펴보았다. 수치해석결과 평균입자의 크기가 커질수록 점착력의 현저한 감소가 관찰되었으며, 내부마찰각의 변화는 미미하지만 증가하는 경향을 보였다. 이러한 연구결과는 입도만을 이용하여 간편하게 화강풍화토의 강도정수 산정 시 활용될 수 있을 것으로 판단된다. 특히 풍화상태가 점이적으로 변화하는 화강풍화토의 경우, 현장시험과 실내시험을 통하여 일부 구간에서 측정된 입도-강도 자료가 있을 때, 이러한 시험들이 수행되지 않은 구간에 대해서도 입도분포를 통해 간편하게 강도특성을 규명할 수 있을 것으로 여겨진다.

• 한국실내디자인학회논문집
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• 제22권6호
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• pp.3-10
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• 2013

This study intends to clarify the key elements of designing low energy residential building construction by planning out residential construction in nature oriented designing method utilizing nearby environment and nature oriented energy from designing stage instead of construction of low energy residential building. Development of building technology is proportional to the development of technology that lasts already. However, what is no less important than the advancement of technology, it is the study of fundamental phenomena energy use in response to climate, reduction, such as recycling. It is possible in such a purpose, it is assumed that there is a need to study elements implementation plan in accordance with the climatic characteristics of the study. Method for controlling the condition solar radiation, sunshine, depending on the characteristics of the weather, by utilizing the convection phenomenon of nature, to maintain the air comfort in the interior space is the essence of eco-friendly construction and passive Property This is an important architectural elements to be aim. For through the analysis of this case, corresponding to the phenomenon of the features of the macro climate and micro climate due to climate change, a combination building blocks of classification placement of each, shape, structure, elevation, space, of the material appeared in various it was possible to know the construction characteristics were. As shown in each case, construction method to address climate change has been found to apply to a comprehensive analysis climatic characteristics of each region, in response to this, the construction of element each corresponding.

• 한국환경복원기술학회지
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• 제10권1호
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• pp.57-71
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• 2007

While a concept on biotop or the urgency of its classification systems have been under discussion recently, this study aims to examine outdoor biotop classification systems for environment-friendly community. To this end, the feasibility of creating a biotop in the community and application elements were generated and biotops were classified and categorized. Then, elements that can be applied in consideration of traditional Korean techniques were generated and biotop classification systems and specific components in residential areas were reviewed. As for the result of this study, based on a preliminary draft prepared through literature review, considerations for biotop classification systems were taken into account. Then, based on classification criteria for biotop formats, biotop functions and biotop types, a second-tier classification system was developed. Criteria for biotop formats included surfaces, lines and points while criteria for biotop functions were large cores, small bases, corridors, stepping stones and ecological islands. Criteria for habitat types were divided to include natural forest, developed green areas, lacustrine wetland, palustrine wetland, shrubs, grasslands, linear habitats, vacant plots and practical green areas, which were sub-categorized. As for the biotop classification system, macro-classification divided biotops into three types-space, line and point-based on biotop formats. Meso-classification had five groups and micro-classification had 21 groups based on habitat types. Future studies should focus on the ecological features of each biotop categories generated in this study and their creation and management techniques to find many practical methods to create, protect and manage outdoor biotop for environment-friendly community.

• Geomechanics and Engineering
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• 제13권1호
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• pp.141-159
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• 2017

A pick cutter is a rock-cutting tool used in partial-face excavation machines such as roadheaders, and its quality is a key element influencing the excavation performance and efficiency of such machines. In this study, pick cutters with hardfacing deposits applied to a tungsten carbide insert were made with aim of increasing their durability and wear resistance. They were field-tested by being installed in a roadheader and compared with conventional pick cutters under the same excavation conditions for 24 hours. The hardfaced pick cutters showed much smaller weight loss after excavation, and therefore better excavation performance, than the conventional pick cutters. In particular, the damage to and detachment (loss) of tungsten carbide inserts was minimal in the hardfaced pick cutters. A detailed inspection using scanning electron microscope-energy dispersive X-ray spectrometry and three-dimensional X-ray computed tomography scanning revealed no macro- or micro-cracks in the pick cutters. The reason for the absence of cracks may be that the heads of pick cutters are mechanically worn after the tungsten carbide inserts have been worn and damaged. However, scanning revealed the presence of voids between tungsten carbide inserts and pick cutter heads. This discovery of voids indicates the need to improve production processes in order to guarantee a higher quality of pick cutters.

• International Journal of Concrete Structures and Materials
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• 제10권4호
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• pp.479-497
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• 2016

Many experimental studies have evaluated the in-plane behavior of reinforced concrete frames in order to understand mechanisms that resist progressive collapse. The effects of transverse beams, frames and slabs often are neglected due to their probable complexities. In the present study, an experimental and numerical assessment is performed to investigate the effects of transverse beams on the collapse behavior of reinforced concrete frames. Tests were undertaken on a 3/10-scale reinforced concrete sub-assemblage, consisting of a double-span beam and two end columns within the frame plane connected to a transverse frame at the middle joint. The specimen was placed under a monotonic vertical load to simulate the progressive collapse of the frame. Alternative load paths, mechanism of formation and development of cracks and major resistance mechanisms were compared with a two-dimensional scaled specimen without a transverse beam. The results demonstrate a general enhancement in resistance mechanisms with a considerable emphasis on the flexural capacity of the transverse beam. Additionally, the role of the transverse beam in restraining the rotation of the middle joint was evident, which in turn leads to more ductile behavior. A macro-model was also developed to further investigate progressive collapse in three dimensions. Along with the validated numerical model, a parametric study was undertaken to investigate the effects of the removed column location and beam section details on the progressive collapse behavior.

• 한국정밀공학회지
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• 제29권1호
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• pp.87-95
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• 2012

In recent years, laser-arc hybrid welding has begun to be adopted for assembly welding of automotive bodies and parts, because the hybrid welding process can weld lapped steel sheets having a larger gap than is possible with laser welding. In this paper, to predict the twist deformation by the hybrid welding when brackets are welded in B pillar of a passenger car, the residual stress using CAE is analyzed and the deformation result of CAE is compared with the measured deformation. First of all, after modeling heat source as intended to be expressed with laser-arc hybrid welding method, heat source fitting is done with welding conditions and a section of welding part obtained through specimen test. In case of heat source functions, laser used conical source and arc used double ellipsoid source. Through the local model analysis, elements which are located in the center of the model are selected. The elements are called WME(Welding Macro Element). This WME is extruded in the welding lines and welding phenomenon of complex parts is accomplished. The deformation amount after hybrid welding is got through a simulation, the validity of simulation is verified by measuring the panel and comparing with the simulation result.

• Transactions on Electrical and Electronic Materials
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• 제14권3호
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• pp.160-163
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• 2013

We investigated the effect of light intensity and wavelength of a solar cell device by using photoconductive atomic force microscopy (PC-AFM). The $POCl_3$ diffusion doping process was used to produce a p-n junction solar cell device based on a Poly-Si wafer and the electrical properties of prepared solar cells were measured using a solar cell simulator system. The measured open circuit voltage ($V_{oc}$) is 0.59 V and the short circuit current ($I_{sc}$) is 48.5 mA. Also, the values of the fill factors and efficiencies of the devices are 0.7% and approximately 13.6%, respectively. In addition, PC-AFM, a recent notable method for nano-scale characterization of photovoltaic elements, was used for direct measurements of photoelectric characteristics in local instead of large areas. The effects of changes in the intensity and wavelength of light shining on the element on the photoelectric characteristics were observed. Results obtained through PC-AFM were compared with the electric/optical characteristics data obtained through a solar simulator. The voltage ($V_{PC-AFM}$) at which the current was 0 A in the I-V characteristic curves increased sharply up to 1.8 $mW/cm^2$, peaking and slowly falling as light intensity increased. Here, $V_{PC-AFM}$ at 1.8 $mW/cm^2$ was 0.29 V, which corresponds to 59% of the average $V_{oc}$ value, as measured with the solar simulator. Also, while light wavelength was increased from 300 nm to 1,100 nm, the external quantum efficiency (EQE) and results from PC-AFM showed similar trends at the macro scale, but returned different results in several sections, indicating the need for detailed analysis and improvement in the future.

• 만화애니메이션 연구
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• 통권34호
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• pp.367-386
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• 2014

과학기술의 눈부신 발전은 디지털 기기의 콘텐츠 및 디자인의 다양성과 변화로 이어졌으며 여기에서 파생되는 UI, UX, GUI 디자인은 세분화된 디지털 디자인의 창조 및 발전으로 거듭났다. 이런 다양한 디지털 매체의 디자인은 도스 이후의 윈도우의 시작과 함께 생겨났으며 이는 마우스라는 혁신적인 도구의 개발로 인해 가능했다. 이러한 환경 안의 디지털 매체 디자인의 중심에는 모든 콘텐츠 및 버튼, 입구를 상징하는 아이콘이 있으며 모바일, 앱, 윈도우환경에서 필수요소로 자리 잡고 있다, 이러한 아이콘은 윈도우 초기 시절부터 다양한 발전을 거듭하였으며 이는 디지털 과학기술의 발전과 함께 하였다. 디자인 트렌드분석은 스큐어모피즘에서 부터 플랫된 형태 그리고 미니멀리즘으로 되돌아오기까지의 아이콘의 디자인의 변천을 분석한다. 분석 범위는 트렌드와 기기의 성능에 민감한 모바일을 대상으로 분석하며 Kress's grammar of visual design의 분석틀을 기본으로 한다. 특히 iPhone의 IOS7디자인이 애플의 대표 디자인 트렌드인 스큐어모피즘을 접고 미니멀리즘, 플렛 디자인을 채택해 큰 변화를 겪는 현 시점에서 모바일 앱시장의 GUI 디자인 기초 동향 파악 자료로 활용되는데 도움이 되고자 한다.

• 한국토양비료학회지
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• 제31권3호
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• pp.253-258
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• 1998

마이크로파 시료 분해법이 식물체와 퇴비 중의 K, Ca, Mg, Cu, Zn, Mn등을 분석하는데 적합한가를 검정하기 위하여 기존의 습식분해법과 비교하였다. 분석시간은 기존의 습식분해법이 4~6시간 걸리던 것에 비하여 마이크로파 분해법에서는 1시간 이하로 단축할 수 있었으며, 두 분석법간의 각 성분별 분석값의 상관계수($R^2$)는 각각 K 0.98, Ca 0.97, Mg 0.91, Zn 0.94, Mn 0.99, Cu 0.99를 나타내었다. 칼륨과 칼슘의 경우 기존 습식분해법의 분석값이 더 높은 경향을 나타내었고 구리, 망간, 아연의 경우는 마이크로파 분해법의 분석값이 더 높은 경향을 나타내었으나 마그네슘의 경우 일정한 경향이 없었다. 그러나 칼슘의 경우를 제외한 그 외 성분들의 편기도(biases)는 10% 이내였다.

• 한국터널공학회:학술대회논문집
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• 한국터널공학회 2005년도 학술발표회 논문집
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• pp.348-358
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• 2005

Although the evaluation of the mechanical properties and behavior of discontinuous rock masses is very important for the design of underground openings, it has always been considered the most difficult problem. One of the difficulties in describing the rock mass behavior is assigning the appropriate constitutive model. This limitation may be overcome with the progress in discrete element software such as PFC, which does not need the user to prescribe a constitutive model for rock mass. Instead, the micro-scale properties of the intact rock and joints are defined and the macro-scale response results from those properties and the geometry of the problem. In this paper, a $30m{\times}30m{\times}30m$ jointed rock mass of road tunnel site was analyzed. A discrete fracture network was developed from the joint geometry obtained from core logging and surface survey. Using the discontinuities geometry from the DFN model, PFC simulations were carried out, starting with the intact rock and systematically adding the joints and the stress-strain response was recorded for each case. With the stress-strain response curves, the mechanical properties of discontinuous rock masses were determined and compared to the results of empirical methods such as RMR, Q and GSI. The values of Young's modulus, Poisson's ratio and peak strength are almost similar from PFC model and Empirical methods. As expected, the presence of joints had a pronounced effect on mechanical properties of the rock mass. More importantly, the mechanical response of the PFC model was not determined by a user specified constitutive model.