• Korean Architects
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• no.8 s.328
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• pp.102-107
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• 1996

판문점 '자유의 집' 설계경기 결과가 지난 6월 20일 공식 발표되었다. 조달청이 통일원의 '자유의 집' 개축 결정에 따라 지난 1월 설계를 공모하고 3월 29일까지 총 12개의 작품을 접수받은 결과 주.담건축(오평국)의 안이 당선작으로 선정되었으며, 주.모양건축(곽동희), 한메건축(이충기)안이 우수작으로 선정되었다. 이번 설계경기의 심사는 정명현(홍익대 심사위원장), 이선구(숭실대), 조대성(성균관대), 이호진(건국대)교수와 이준구(남북회담 사무국 실장)씨 등 5명이 맡았다. 당선된 주.담건축의 인은 자유의 집이라는 건물의 특성에 부합하도록 통일을 소망하는 의미로 두 손을 합장한 형태로 하였으며, 지붕은 강토를 수호한다는 취지로 방패연 모양을 형상화하였다. 1층에는 남측출입구와 이산가족 면회실이, 2층에는 남북통로 및 회의실, 3층에는 남북연락사무소와 다목적 예비실, 4층에는 90층 규모의 전망대가 위치할 예정이다. 오는 7월 실시설계안이 확정되면 97년쯤이면 판문점 자유의 집이 통일의 소망을 안고, 단아하고도 힘 있는 모습으로 자리잡을 것이다.

• Explosives and Blasting
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• v.19 no.1
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• pp.53-62
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• 2001

주변 보안물건에 직전각인 피해를 유발시킬 수 있는 발파진동은 암반의 파쇄를 위해 화약의 폭박력을 이용하는 발파작업에서 발생하는 대표적인 발파공해로 이러한 발파진동을 저감시키기 위한 많은 연구들이 수행된 바 있다. 본 연구에서는 2자유면 발파시 최소저항선과 대구경 무장약공을 자유면으로 활용하는 터널 심발발파시 무장약공과 첫 번째 심발발파공의 중심사이 거리가 발파진동에 영향을 정량적으로 평가하기 위해 균질한 모르타르 시험체에 대한 소규모 단일공 시험발파를 수행하였다. 11g의 화약을 장약한 2자유면 단일공 시험발파시 발파진동의 크기는 최소저항선을 표준장약의 경우인 150mm에서 2/3 수준인 100mm로 줄인 경우 삼승근 환산거리 $10~40{\;}m/kg^{1/3}$인 범위에서 약 13~38% 작아지는 것으로 나타났다. 또한 직경이 180mm인 무장약공을 자유면으로 활용하는 첫 번째 심발 시험발파공에 22g의 화약을 장약하여 수행한 단일공 시험발파시 무장 약공 중심으로부터 발파공 중심까지의 공간격이 짧아질수록 발파진동이 더 작아지는 것으로 나타났다.

• Transactions of the Korean Society for Noise and Vibration Engineering
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• v.17 no.3 s.120
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• pp.220-225
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• 2007

Free vibration analysis using the method of NDIF (non-dimensional dynamic influence function), which was developed by the author, is extended to arbitrarily shaped polygonal plates with free edges. Local Cartesian coordinate systems are employed to apply the free boundary condition to nodes distributed along the edges of the plate of interest. Furthermore, a new way for applying the free boundary condition to nodes located at corners of the plate is for the first time introduced by considering the phenomenon of stress concentration at the corners. Two case studies show that the proposed method is valid and accurate when the eigenvalues by the proposed method are compared to those by FEM(ANSYS).

• Journal of Korean Port Research
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• v.12 no.1
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• pp.87-93
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• 1998

For the calculation of the free-surface elevation, a new finite difference scheme is studied where the third derivative term for the wave elevation is artificially added in the Eulerian expression of the free-surface boundary condition. The paper presents a comparative analysis with simulations performed by the classical MAC method. More schematic computations are carried out by changing the submergence-depth and angle-of-attack. The present study shows that this new method is very efficient for the simulation of free-surface elevation around the trailing edge.

• Journal of The Korean Association For Science Education
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• v.19 no.3
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• pp.389-399
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• 1999

The purpose of this study was to identify children's mental models of the free-fall objects. This study examined children's prediction and observation about the free-fall of objects. The experimental procedure involved conducting interviews with first-, third-, fifth-, and seventh grade students. The interview had three phases: Prediction, explanation, and observation. During the prediction phase, the object pairs which varied on the dimensions of size, weight, shape, color were presented to students. The students were asked to predict what would happen if the objects were dropped simultaneously. During the explanation phase, the students were asked to explain how they arrived at their answers. During the observation phase, the students observed the free-fall of the object pairs and were asked to describe what they saw. The results showed as follows. (1) Fifth-and seventh grade students made more correct predictions than first- and third grade students. (2) The conflict problems, object pairs involving the dimensions of size and weight, were the most difficult for students to accurately predict. (3) With regard to observations, there was a non-significant effect of grade, indicating equivalence in the number of correct observations made by first-, third-, fifth-, and seventh graders. (4) The conflict problems were the most difficult for students to correctly observe. (5) First- and third grade students showed a significant difference between prediction and observation about the free-fall of objects. However. no difference was found in the fifth- and seventh grade students.

• Proceedings of the Computational Structural Engineering Institute Conference
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• 2011.04a
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• pp.727-730
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• 2011

본 논문에서는 3차원 자기부상열차에 대한 열차-가이드웨이 상호작용 해석기법을 제시하고자 한다. 수직 및 수평방향 변위, 피칭, 롤링 그리고 요잉에 대한 자유도를 각 보기와 차체에 대해 고려하여 총 25자 유도 자기부상열차에 대한 운동방정식을 유도하였다. 제어방식으로는 UTM01에 적용된 제어기법을 이용하였고, 궤도 틀림을 고려하기 위하여 미국 FRA에 적용하고 있는 궤도 불규칙성에 대한 밀도 스펙트럼 함수를 이용하여 조도를 생성하였다. 같은 조건하에 2차원 모델과 3차원 모델의 동적응답 결과를 비교하여 타당성을 확인하였고, 2차원 모델에서 고려할 수 없는 수평방향 조도를 도입하였을 때 수직방향 부상공극에는 두드러진 영향을 미치지 않았으나, 수평방향 부상변위에 있어서 중요하게 작용함을 확인하였다.

• KSCE Journal of Civil and Environmental Engineering Research
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• v.26 no.6A
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• pp.989-999
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• 2006

In this paper, numerical analysis method to perform linear dynamic analysis of bridge considering the road surface roughness and bridge-vehicle interaction when vehicle is moving on bridge is presented. The vehicle and bridge are modeled as three-dimension where contact length of tire and pitching of tandem spring are considered and single truck with 2-axles and 3- axles, and tractor-trailer with 5-axles are modeled as 7-D.O.F., 8-D.O.F., and 14-D.O.F., respectively. Dynamic equations of vehicle are derived from the Lagrange's equation and solution of the equation is obtained by Newmark-${\beta}$ method. The surface roughness of bridge deck for this analysis is generated from power spectral density (PSD) function. Beam element for the main girder, shell element for concrete deck and rigid link between main girder and concrete deck are used. The equations of the motion of bridges are solved by mode-superposition procedures. The proposed procedure is validated by comparing the results with the experimental data by Whittemore and Fenves.

• Proceedings of the Korean Society for Agricultural Machinery Conference
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• 2000.02a
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• pp.587-593
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• 2000

• Proceedings of the Korean Society of Precision Engineering Conference
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• 2011.06a
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• pp.1089-1090
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• 2011

• Journal of the Computational Structural Engineering Institute of Korea
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• v.13 no.3
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• pp.321-328
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• 2000

An improved formulation of thin-wailed curved beams with variable curvatures based on displacement field considering the second order terms of finite semitangential rotations is presented. From linearized virtual work principle by Vlasov's assumptions, the total potential energy is derived and all displacement parameters and the warping functions are defined at cendtroid axis. In developing the thin-walled curved beam element having eight degrees of freedom per a node, the cubic Hermitian polynomials are used as shape functions. In order to verify the accuracy and practical usefulness of this study, free vibrations and buckling analyses of parabolic and elliptic arche shapes with mono-symmetric sections are carried out and compared with the results analyzed by ABAQUS' shell element.