• 대한기계학회논문집A
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• 제41권10호
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• pp.905-913
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• 2017

본 연구에서는 형상 정보가 주어지지 않은 부품과 형상 정보가 주어진 부품으로 구성된 봉의 고유 주파수를 최대화하는 치수 최적화 방법을 제시한다. 두 부품으로 구성된 봉의 진동 특성을, 각 부품의 형상 대신, 두 부품의 주파수 응답 함수들로부터 예측한다. 이를 위해, 실험 모달 해석 방법을 이용하여 각 부품의 등가 진동계를 구하고, 두 등가 진동계의 질량 행렬과 강성 행렬들로부터, 두 부품이 결합된 봉의 등가 질량 행렬과 강성 행렬을 도출한다. 몇 가지 수치 예제에서, 제시한 방법으로 얻어진 봉의 등가 진동계의 주파수 응답 함수를 실제 봉의 주파수 응답 함수와 비교하여, 등가 진동계를 이용한 고유 주파수 예측 방법의 유효성을 검증한다. 검증된 방법으로 얻어진 등가 진동계를 이용하여, 봉의 1차 고유 주파수를 최대화하기 위한 치수 최적화 문제를 정식화하고, 최적화 알고리즘을 사용하여 봉의 구조를 최적화한다.

• Structural Engineering and Mechanics
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• 제34권6호
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• pp.719-738
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• 2010

The aim of this paper concerns with the nonlinear analysis of cable-stayed bridges including the vibration effect of cable stays. Two models for the cable stay system are built up in the study. One is the OECS (one element cable system) model in which one single element per cable stay is used and the other is MECS (multi-elements cable system) model, where multi-elements per cable stay are used. A finite element computation procedure has been set up for the nonlinear analysis of such kind of structures. For shape finding of the cable-stayed bridge with MECS model, an efficient computation procedure is presented by using the two-loop iteration method (equilibrium iteration and shape iteration) with help of the catenary function method to discretize each single cable stay. After the convergent initial shape of the bridge is found, further analysis can then be performed. The structural behaviors of cable-stayed bridges influenced by the cable lateral motion will be examined here detailedly, such as the static deflection, the natural frequencies and modes, and the dynamic responses induced by seismic loading. The results show that the MECS model offers the real shape of cable stays in the initial shape, and all the natural frequencies and modes of the bridge including global modes and local modes. The global mode of the bridge consists of coupled girder, tower and cable stays motion and is a coupled mode, while the local mode exhibits only the motion of cable stays and is uncoupled with girder and tower. The OECS model can only offers global mode of tower and girder without any motion of cable stays, because each cable stay is represented by a single straight cable (or truss) element. In the nonlinear seismic analysis, only the MECS model can offer the lateral displacement response of cable stays and the axial force variation in cable stays. The responses of towers and girders of the bridge determined by both OECS- and MECS-models have no great difference.

• 한국조경학회지
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• 제27권2호
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• pp.80-94
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• 1999

The purpose of this study is to analyze and interpret the ponds appeared in the Korean traditional temples. Summarized findings are as follows: First, it appeared that the location of ponds of the Korean traditional temples is, in general, in both the entry space and transitional space of temple. And it is considered that such configurations of the location of ponds were done intentionally in order that the ponds should have a significance as same as the concept that a natural mountain stream separates the sacred place and the secular world. Second, since the size of the ponds appeared in the temples are considered to be what is transformed from the original one, it is hard to understand the real size. However, it is judged that since ponds we see at present played an element of the total space of a temple it is deemed that no significant change of the size of ponds have happened if the size of the structure a temple itself has ever changed. Third, it appeared that the forms of the temple's ponds are diversified in a square, oval, egg-shaped one, round shape(circle), natural shape, etc. and it is identified that most of the ponds inspected for this study appeared to be in shapes of an oval, egg-shaped one, and round shape which take a typical curve. Fourth, regarding the temples whose origins are from the Baekje dynasty or Shilla dynasty among the objects of this case study, there appear some uniform styles for each temple respectively. For example, in both the Junglim Temple's twin pond(定林寺 雙池) and the Mireuk Temple's twin pond(彌勒寺 雙池) which were built in the Baekje dynasty appears a twin-pond in a square shape, and in the Bulkuk temple(佛國寺), Haein temple(海印寺), Tongdo temple(通度寺), etc. which were built in the Silla dynasty appears the ponds in an egg-shape one. Fifth, regarding the function of the ponds appeared in the temples, the ponds are characterized with a lotus pond(蓮池), reflecting pond(影池), and pond complex(蓮 . 影池). In consideration of the 20 ponds in the 15 places of this study's object, there are 8 lotus ponds(蓮池), 6 reflecting ponds(影池), and 6 ponds complex(蓮 . 影池).

• 대한조선학회논문집
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• 제50권4호
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• pp.224-231
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• 2013

The concept of the natural frequency is useful for understanding the characters of oscillating systems. However, when a circular cylinder floating horizontally on the water surface is heaving, due to the hydrodynamic forces, the system is not governed by the equation like that of the harmonic one. In this paper, in order to shed some lights on the more correct use of the concept of the natural frequency, a problem of the heaving circular cylinder is analyzed in the time domain. The equation of motion, an integro-differential equation, was derived following the fashion of Cummins (1962), and its coefficients including the retardation function were obtained using the numerical solution of Lee (2012). The equation was solved numerically, and the experiment was also carried out in the CNU flume. Using our numerical and experimental results, the natural frequency was defined as its average value given by the motion data excluding those of the initial stage. Our results were then compared with those of the existing investigations such as Maskell and Ursell (1970), Ito (1977) and Yeung (1982) as well as the newly obtained results of Lee (2012). Comparison showed that the natural frequency obtained here agrees well with that of Lee (2012), which was found through the frequency domain analysis. It was also shown that the approximation of heaving motion by a damped harmonic oscillation, which was regarded as suitable by most previous investigators, is not physically suitable for the reason that can be clearly shown through comparing the shape of MCFRs(Modulus of Complex Frequency Response). Furthermore, we found that although the previous approximations yield the damping ratio significantly different from our result the magnitude of natural frequency is not much different from our result.

• 한국자동차공학회논문집
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• 제10권3호
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• pp.227-236
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• 2002

We have performed two kinds of experimental modal analyses fur a radial tire for passenger car under free-suspension. One is the modal analysis to obtain three-dimensional modes of tire using accelerometers and the other is the one to identify cavity resonance frequency using a pressure sensor. From the first analysis, we have obtained the three-dimensional natural modes, which makes it possible to grasp the features of the modes and to classify the vibrational modes into symmetric, non-symmetric, and antisymmetric modes in a simple way by using the experimental results. From the first and the second experimental analyses we have identified the cavity resonance frequency and its three-dimensional mode shape.

• BMB Reports
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• 제51권7호
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• pp.327-337
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• 2018

Lamin A and its alternative splicing product Lamin C are the key intermediate filaments (IFs) of the inner nuclear membrane intermediate filament. Lamin A/C forms the inner nuclear mesh with Lamin B and works as a frame with a nuclear shape. In addition to supporting the function of nucleus, nuclear lamins perform important roles such as holding the nuclear pore complex and chromatin. However, mutations on the Lamin A or Lamin B related proteins induce various types of human genetic disorders and diseases including premature aging syndromes, muscular dystrophy, lipodystrophy and neuropathy. In this review, we briefly overview the relevance of genetic mutations of Lamin A, human disorders and laminopathies. We also discuss a mouse model for genetic diseases. Finally, we describe the current treatment for laminopathies.

• 대한토목학회논문집
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• 제8권2호
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• pp.227-238
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• 1988

본 논문에서는 인터체인지나 램프시설 등에서 볼 수 있는 공간 곡선부재들을 나선형 곡선부재로 이상화시켰다. 나선의 기하학적 특성치와 초기 곡률을 고려하여 평형방정식을 유도하였으며 모우드 형상함수를 가정하여 단순지지된 나선형 곡선부재의 규준화된 고유진동수를 계산할 수 있는 모우드 방정식을 유도하였다. 이러한 모우드 방정식을 이용하여 나선형 곡선부재의 고유진동수, 모우드 형상 그리고 고유진동수의 분포를 규명하였다.

• 인지과학
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• 제1권2호
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• pp.317-346
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• 1989

물체의 외곽형태로부터 개념적 인식을 도출학기 위하여 사람의 직관과 부합하는 인지적 형태분할 방법을 제안하였다. 의미있는 부분과 그들의 관계로써 형태의 구조를 기술한느 표현은 인지능력을 포함하며 보다 인간적인 방법이다. 일반적으로 인고물은 많은 동직선들과 규칙성을 갖는다. 이러한 인공물의 인지적 분할을 위해서 인지실험에서 의거한 많은 규칙들을 동직선성과 규칙성의 맥락에서 적용하였다. 자연물에 관한 인지적 분할은 하나의 오목점에 대하여 선과 점들의 가능한 배치를 분석하여 이루어졌다. 분할선의 길이, 오목점에서 분할선의 수효, 오목점의 근접성, 오목점의 첨예성, 점들의 대응성과 같은 5가지의 평가기준을 가중합으로 하여 각 배치에 대한 비용함수를 계산한다. 이들 기준은 근접성, 대칭성, 단순성과 같은 사람의 지각속성을 반영한다. 가장 적합한 점은 비용함수를 계산하여 3가지 점들의 집합에서 선택된다. 상이한 종류의 형태에 대하여 수행된 실험은 사람의 직관과 호응하는 결과를 보여 주었다.

• 대한기계학회논문집
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• 제16권5호
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• pp.849-863
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• 1992

본 연구에서는 훨씬 간단하고 직교 다항식이 아니더라도 단지 기하학적 경계 조건만을 만족하는 단순 급수함수(simplified series function)와 Rayleigh-Ritz met- hod를 이용하여 동방성 및 복합재료 직각삼각형에 대하여 수렴성을 검토하고, 경계조 건의 변화와 직교이방성 재료의 물성치 E$_{1}$, E$_{2}$, G, .nu.$_{12}$의 변화와 기 하학적 형상비 .alpha.=b/a의 변화가 무차원 고유진동수에 대해 얼마나 영향을 미치는지를 조사하고, 각 mode 별 nodal patterns과 mode shapes의 변화를 시각적으로 제시하여 보이므로써, 유사한 문제를 단순화시켜 효율적으로 해석 할수 있음을 보이고자 한다. 따라서 본 연구에서는 두개의 직각좌표가 경계에서 동시에 변하는 가장 간단하면서도 대표적인 직각 삼각형에 대해서 논하고, 앞으로 모든 임의의 형상에 대해서도 확장할 수 있는 가능성을 제시하고자 한다.다.

• 한국전산구조공학회논문집
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• 제26권5호
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• pp.351-358
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• 2013

본 논문에서는 Pothead를 지지하는데 사용하는 지그의 고유진동수를 일정 범위로 제한하여 Pothead와 공진을 일으키지 않도록 하는 지그의 최적 설계안을 제시한다. 쿤 터커(Kuhn-Thucker) 조건을 적용한 최적기준법(Optimality criteria method)을 사용하여 위상 최적화를 수행하였고, 이 과정에서 유한요소 크기기 최적 형상에 미치는 영향을 검토하였다. 또한 위상 최적화 결과를 바탕으로 실험 계획법(Design of experiments)과 반응 표면법(Response surface method)을 사용하여 형상 및 치수 최적화를 수행하여 비교용 지그에 비해 전체 질량이 30% 감소되는 결과를 얻었다. 마지막으로 최적화된 지그의 내진 해석을 수행한 Pothead의 응답은 Metal Handbook에서 제시된 내진 응답을 만족하고 있다.