• Sim-seong Yeon-gu
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• v.30 no.2
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• pp.111-144
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• 2015

Chilseongpul-i is a Korean shamanic myth in which the life story full of hardships of seven sons is told, until they will take up the sacredness of Chilseong god. The seven sons, who were born from Chilseongnim and his wife Okneobuin, are abandoned by their father, Chilseongnim. But sometime later they are born with new characters after going through a special growth process of suffering, dying, and rebirth. They finally recover the sacred position to save their mother. As considered by the analytical psychology, the fact that the seven sons became Chilseong gods shows an individuation process of the heroic mythology. The individuation process might be regarded as a symbol of Self-archetype of Koreans. Self-archetype functions as a healing which gets one's split heart and mind together. An imago dei of healers should be projected upon the seven gods by ancestors.

• Proceedings of the Korean Society of Tribologists and Lubrication Engineers Conference
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• 1987.11a
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• pp.75-78
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• 1987

저어널베어링으로 지지되고 있는 축 및 베어링 시스템에서 축이 고속으로 회전할 때, 어느 회전수 이상에서 시스템의 안정성이 깨어져 축의 진동진폭이 갑자기 커지는 Self-excited whirl이라 불리우는 불안정 현상이 존재한다. 따라서 고속회전체에 적용되는 공기윤활 저어널베어링에 있어서 안정성 문제는 설계 및 운전에 고려되어야 하는 지배적 요인 중의 하나가 된다. Lund, Fleming과 Cunningham, Mori 들은 외부가압형 공기윤활 저어널베어링의 안정성을 이론적으로 해석하였으며 Pincus는 Self-acting형 공기베어링에서 편심율이 작은 경우 2-Lobe 베어링이나 3-Lobe 베어링이 원형베어링보다 강성도와 감쇠력이 더 크므로 안정성이 더 좋을 것이라고 정성적으로 예측했다. 그러나 외부가압 공기윤활 저어널베어링의 안정성에 비원형 베어링의 유효성은 김 두환, 김 금모, 박 종포 등에 의하여 실험적으로 제시되었다. 따라서 본 연구는 외부가압형 공기윤활 저어널베어링에서 Multi-lobe 형상의 베어링이 축 및 베어링 스스템의 안정성에 미치는 효과를 원형의 경우와 비교하여 이론적으로 해석하여 Multi-lobe베어링의 유효성을 보이고 이에 적용 가능한 Programing을 하여 몇가지 경우에 대하여 계산을 하고자 한다.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.13 no.5
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• pp.165-172
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• 1993

On the basis of Nikuradse laboratory experiments conducted in circular pipe with uniform roughness, five flow regimes are defined with respect to the characteristics of boundary layer such as laminar, transition laminar, smooth turbulent, transition turbulent and rough turbulent flows. Two cases are found for the transition laminar flow: one for the transition between laminar flow and smooth turbulent flow and the other for the one between laminar flow and rough turbulent flow. They all can be clearly determined by the relative roughness or the ratio of pipe diameter to the roughness. Explicit functions are developed for the estimation of pipe friction factor for the various flow conditions including turbulent flow regimes, which have excellent agreement with the Nikuradse laboratory data.

• Proceedings of the Korea Water Resources Association Conference
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• 2007.05a
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• pp.1353-1357
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• 2007

국내에서 홍수 범람과 농지침수 분석에 이용되는 FLUMEN 모형은 원형섬 주변 처오름 현상과 급변류 해석만이 검증되어 소개되었다. 따라서 FLUMEN 모형의 만곡부나 합류부 등 개수로에서 적용가능성을 파악하기 위해서 하상경사 급변화, 원형 교각 주변 흐름변화, $180^{\circ}$ 만곡부 및 $90^{\circ}$ 합류부 실험 결과와 비교 검토를 수행하였다. FLUMEN 모형은 유한 체적법을 이용한 수치 계산으로 천이구간에서 발생하는 불연속점에서도 수치 모의가 잘 이루어지며, 만곡 수로와 합류 수로에서 전체적인 수심 분포가 최대 6%미만의 오차를 보이고 있어 매우 양호한 수치 모의를 할 수 있다. 또한 임의의 기하학적 형상을 원하는 위치에 반영한 지형 격자망 생성이 가능하다. 따라서 FLUMEN은 교각 주변, 만곡부 및 합류부 흐름 특성을 비교적 정확한 모의가 가능하며, 실제 하천에 적용하기에 충분한 수치 모의 능력을 지닌 모형이라 판단된다.

• Annual Conference of KIPS
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• 2008.05a
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• pp.103-106
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• 2008

본 논문에서는 지능형 자동차의 주행보조 시스템 중의 하나인 교통 표지판 인식을 위한 새로운 방법을 제안한다. 제안한 방법은 잡음, 회전, 크기 등의 변형된 교통 표지판으로부터 기하학적 방법을 이용하여 변형된 정도를 추정하여 교통 표지판 원형으로 보정한다. 그리고 교통 표지판 인식을 위해서 보정된 표지판 영상으로부터 순차적 색기반 군집화(Sequential color-based clustering)에 의한 주의, 규제, 지시, 보조 등의 1차적 분류에 따라서 해당 교통 표지판의 형태 특징인 인식 심벌을 추출한다. 그리고 추출된 인식 심벌에 원형 추척법을 적용하여 교통 표지판 최종 인식 작업을 수행한다. 제안하는 방법의 성능 평가를 위해서 교통 표지판 영상에 잡음, 회전, 크기 등의 임의 변형을 적용하여 다양한 실험 영상을 만들고, 적용한 결과 단일 변형에서는 95%, 혼합 변형에서는 93% 이상의 인식률을 보인다.

• Journal of Korean Society of Steel Construction
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• v.29 no.2
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• pp.123-134
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• 2017

Ultimate axial strength of longitudinally stiffened cylindrical steel shells for wind turbine tower was investigated by applying the geometrically and materially nonlinear finite element method. The effects of radius to thickness ratio of shell, shape and amplitude of initial imperfections, area ratio between effective shell and stiffener, and stiffener spacing on the ultimate axial strength of cylindrical shells were analyzed. The ultimate axial strengths of stiffened cylindrical shells by FEA were compared with design buckling strengths specified in DNV-RP-C202. The shell buckling modes obtained from a linear elastic bifurcation FE analysis as well as the weld depression during fabrication specified in Eurocode 3 were introduced in the nonlinear FE analysis as initial geometric imperfections. The radius to thickness ratio of cylindrical shell models was selected to be in the range of 50 to 200. The longitudinal stiffeners were designed according to DNV-RP-C202 to prevent the lateral torsional buckling and local buckling of stiffeners.

• Journal of Korean Society of Steel Construction
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• v.23 no.6
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• pp.737-745
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• 2011

A concrete-filled tube is a concrete-filled steel tube structure. The steel tube confines the concrete to increase the compressive strength, and the concrete contains the buckling of the tube. CFT structures require a diaphragm to prevent buckling of steel at connections. An outer diaphragm has better concrete filling than a through diaphragm due to a large bore, but being larger than the through diagram, it has poorer constructability and cooperation with building equipment. In this study, a CFT structure that uses different types of diaphragms in its upper and lower connections to improve the concrete filling was tested and analyzed via the FEM program. The building structure had a floor slab that was unified with the upper diaphragm, so the outer diaphragm was placed at the upper bound. Moreover, the through diaphragm was placed at the lower connection to avoid obstruction from building equipment. The CFT structure with the improved concrete filling showed the same structural behavior as the CFT structure with the use of the same type of diaphragms at the upper and lower connections.

• The Journal of Engineering Geology
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• v.25 no.2
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• pp.265-272
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• 2015

Finite element analyses were performed on large-sized (>5000 ton) stainless steel circular water reservoirs subjected to earthquake loading for different stainless steel materials. The earthquake load inputs for the analyses were selected by the guidelines in the Korean Standards Association specification KS B 6283. Seismic effects can be heavily dependent on water capacity, especially for large reservoirs. The numerical results show the interactions between the different load combinations and other parameters such as the water capacity and stainless steel materials. Structural performance is also evaluated for the various load combinations.

• The Journal of Korea Institute of Information, Electronics, and Communication Technology
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• v.8 no.2
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• pp.147-151
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• 2015

In this paper, the performance variation of a planar circular monopole antenna is studied, when this antenna is fabricated to film type and installed in the space between case and PCB of UWB terminal. When the circular monopole part has the 'ㄷ' folded structure, the input impedance and return loss, bandwidth, radiation pattern of this antenna are simulated and measured. Then the performance variation is compared with conventional planar antenna. As the results, the folded type circular antenna is usable as a intenna of UWB communication terminal, because of the good return loss and radiation pattern performance in the 2.6 - 12 GHz including the UWB frequency band.

• Journal of the Korea Academia-Industrial cooperation Society
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• v.12 no.7
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• pp.3184-3190
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• 2011

In this paper, we propose a method to detect Iris Round wipe transitions with circular moving borders in digital video data. The suggested method robustly extracts circular moving borders from the input image using improved Hough transform, and finally detects Iris Round wipes by effectively analyzing their moving directions and shapes. In order to evaluate the performance of the suggested algorithm, the experimental results show that the proposed method can effectively detect Iris Rounds with circular moving borders in various video data.