• Journal of the Korea Academia-Industrial cooperation Society
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• v.19 no.12
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• pp.294-302
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• 2018

To analyze the behavior of a soil beam under pore water pressure, the results of analytical solutions and finite element analysis (FEM) were compared quantitatively. In contrast to the results of the analytical solution, the horizontal stress obtained from the FEM did not show a symmetrical distribution. On the other hand, the horizontal stress became closer to symmetrical distribution as the number of elements of the soil beam were increased. A comparison of the horizontal stresses from the analytic solution with those obtained from Gaussian points of FEM showed that the magnitude of the tensile stress from the FEM using 3 elements was 6% of the maximum value of the analytical solution and the compressive stress from the FEM using the same elements was 37% of the maximum value of the analytical solution. The magnitude of the tensile stress from the FEM using 6 elements was 61% of the maximum value of the analytical solution and the magnitude of the compressive stress from the FEM using the elements was 83% of the maximum value of the analytical solution. Vertical stresses, which were obtained from the analytical solution, showed a continuous distribution with the depth of the soil beam, whereas the vertical stresses from the FEM showed a discrete distribution corresponding to each element. The results also showed that the average value of the vertical stresses of each element was close to that of the pore water pressure. A comparison of the vertical displacements computed at the near vertical center line of the soil beam from the FEM with those of the analytical solution showed that the magnitude of the vertical displacement from FEM using 3 elements was 35% of the value of the analytical solution and the magnitude of the vertical displacement from FEM using 6 elements was 57% of the value of the analytical solution.

• Journal of the Korean Society of Hazard Mitigation
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• v.11 no.3
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• pp.111-116
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• 2011

Analytical solutions for laterally loaded piles were derived. Critical pile length which can be considered as the length for behaving as long pile was investigated varying with densities of sandy soils. Lateral behaviors obtained from analytical solution and numerical solution were also investigated. Non-dimensional critical pile lengths obtained from analytical solutions for three types of pile head boundary conditions were 2.3~3.2. By comparing analytical solutions with numerical solutions, distribution of pile deflection and that of moment were similar and it can be seen that pile head deflection obtained by analytical method is conservative. And the values of moments were not too different between analytical solution and numerical solution.

• Journal of Korean Society of Steel Construction
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• v.13 no.5
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• pp.535-545
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• 2001

A refined method of analysis which is called the Advanced Analysis has been introduced This method is to consider the intial member imperfection residual stress and second-order effects so as to estimate the overall behavior of steel frame accurately Based on the refined plastic hinge method that is more suitable and practical in design practice. the program RPH-2DF is coded using the log model which represents the moment-rotation relationship of connection. The validity of this program is examined by frame test data. Finally to investigate the difference between behaviors of rigid and semi-rigid frame. the 10-story frame analysis results designed by MIDAS-GEN v4.2.2 are compared with the results by RPH-2DF.

• Proceedings of the IEEK Conference
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• 2003.07c
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• pp.2597-2600
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• 2003

본 논문은 소형화, 저가, 저 소비 전력의 특성을 가지는 전자기력을 이용한 실린더형 진동 자이로의 기존의 기계적 모델링이 실제 자이로스코프의 특성과 부합하지 않음을 개선하기 위해 전자기적 해석을 포함하여 기존의 기계적 모델링보다 성능을 향상시켰다. 전자기적 해석은 실린더의 진동 운동에 인해 실린더 내부에 발생된 기전력 성분 측정과 자이로스코프의 전기적 해석이다. 기전력 성분은 자이로 센싱 저항이 실린더 유무에 따른 전압 값 변화로 확인하였다. 전자기적 해석을 포함한 제안된 모델링을 통해 이론적인 자이로스코프의 특성이 실제 자이로스코프 특성에 부합되고 기존 모델링 특성보다 우수함을 비교를 통해 입증하였다.

• Journal of the Korean Society for Precision Engineering
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• v.15 no.12
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• pp.220-225
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• 1998

압축성 초탄성 평판의 순수굽힘에 대한 비선형 변형해석의 수학적 정해가 본 논문에 구해져 있다. 이차원 평면 변형도 상태가 해석을 위하여 가정되었으며, 비선형 순수굽힘 변형해석결과는 고전적인 선형 순수굽힘 변형해석결과와 비교되었다. 고전적인 선형굽힘 결과와는 다르게 비선형 순수굽힘 상태에서는 반경방향응력은 영이 아니며 또한 각방향응력도 선형 상태가 아닌 것으로 규명되었다.

• Proceedings of the Korean Society for Rock Mechanics Conference
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• 2008.10a
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• pp.377-389
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• 2008

• Journal of the Korean Society for information Management
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• v.5 no.2
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• pp.3-22
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• 1988

The purpose of this paper is to help understand of the, definitio~~ of, componativelibraianship and the methodology of comparative study in librariansliip. Comparative librarial~sl~ip may be defined as the systematic anallsis of library derelopmetit, practices, or problems as they occur under different circumstances (most usually in different count r ~ e s ) , considered in the c o ~ t t x t of tlle relevant historical, geographic, political, economic, social, cultural, and other determinant backgrourd factors found in the situations under study. Essentially it co~~stitutes an important approach to the search for cause and effect in library development, and tu tl~e understandillg of library problems. The mctl~odology of comparatiw study i n libranianship includes four steps; i)description, iilinterpret at ion, iii\ulcorner juxtaposition, iv! comparison.

• Proceedings of the Korean Society for Noise and Vibration Engineering Conference
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• 1995.04a
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• pp.73-80
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• 1995

본 연구에서는 범용 구조해석 프로그램인 NASTRAN을 이용하여 실위성용 복합소재 태양전지판 구조물의 유한요소 모델링을 통해 진동특성에 대한 해석을 수행하였으며, 진동 특성 측정용 치구를 제작하고, 측정센서의 질량이 미치는 영향을 해석적인 방법으로 분석하였으며, 진동특성 측정시험을 수행하였다. 최종적으로 해석결과를 시험결과와 비교하므로써 태양전지판 구조물의 진동특성 시험방법을 정립하고 모델링기법을 검증하였다.

• Proceedings of the Korean Nuclear Society Conference
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• 1996.05d
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• pp.386-391
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• 1996

동경전력(주)가 도쿄만 근처에 건설한 높이-직경비가 비교적 큰 지진시험모델(TEPSCO모델)에 수행한 강제진동시험결과와 시험모델의 지진응답을 해석하고 분석하였다. 재료시험과 지반조사 결과를 이용하여 예측해석모델을 만들었고, 시험시에 계측된 측정치를 반영하여 예측해석모델을 수정하여 예측후상관해석모델을 작성하였다. 해석은 진동수영역과 시간영역에서 각각 이루어졌다. 연구결과로 TEPSCOT모델의 경우는 부지와 시험모델의 형상특성으로 인하여 지반의 재료감쇠비가 동적응답에 미치는 영향이 지배적이었음을 알 수 있었다.

• Geophysics and Geophysical Exploration
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• v.12 no.4
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• pp.281-288
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• 2009

Using analytical method, intrinsic absorption and scattering attenuation was lately separated from total quality factor $(Q^{-1}_t)$ on the seismic data of Korean Peninsula. However, we should use numerical method rather than the analytical method to consider depth dependent structure of scattering. The direct simulation Monte Carlo (DSMC) method, as a kind of the numerical method, is good option due to its extended availability from 1 to 3-dimensional model; but there is few study to use it. In this paper, we introduced the analytical method and the DSMC method, and compared the results of the two analysis applied to the isotropic scattering model. While the scattering attenuation coefficients $(\eta_s)$ are identical, the intrinsic absorption coefficients $(\eta_i)$ for the analytical method are larger than those for DSMC method and have large errors. In addition, the $(Q^{-1}_t)$ by the previous studies show closer to DSMC method than analytical method.