• Journal of the Korean Geotechnical Society
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• v.27 no.11
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• pp.17-25
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• 2011

In this study, we considered the bearing capacity of strip footing over clay layers partially replaced by sand. The FEM analysis is performed to calculate the ultimate bearing capacity. Partial replacement is defined by multiples of footing width(B) and inclination of sides. The cases(B'=inf.) of sand layers equal to clay layers are preferentially conducted. The baring capacity of B'=inf. is comparative value for bearing capacity of partial replacement layers. ${\beta}$ is the ratio of ultimate bearing capacity of B'=inf and partial ultimate bearing capacity replacement. ${\beta}$ is used to analyze the characteristic of bearing capacity of clay layers partially replaced by sand. Each of the three undrained shear strengths of clay and friction angles of sand is considered. The result of this analysis shows that ${\beta}$ depends on sand depth.

• Journal of Korean Society of Steel Construction
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• v.10 no.4 s.37
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• pp.667-676
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• 1998

The transient analysis of partially supported laminated plates with rectangular holes under uniformly distributed transverse load is studied using finite element method. The first-order shear deformation theory and the variational energy method are employed in mathematical formulation. The effects on central deflection by plate thickness ratio, material modulus ratio, ply lamination geometry and boundary conditions are investigated Numerical results are presented and comparisons of the results by the present method with those given in the literature are made.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.18 no.4 s.70
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• pp.405-416
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• 2005

This study contains the static buckling tests and static buckling analyses for small size grids and full size grids. The buckling tests and finite element analyses were performed to evaluate the buckling characteristics of the spacer grids in a pressurized water reactor fuel assembly and to evaluate the possibility of the prediction lot the buckling strength of spacer grids. The buckling tests were performed for small size grids and full size grids, and the correlations between buckling strength and the number of straps and the correlations between buckling strength and the number of rows are derived based on the test results. The static buckling analyses were performed to identify the effect of the number of rows and the number of columns on the buckling strength of spacer grid by a finite element method using ANSYS program and the results were compared with the buckling test results.

• Proceedings of the Computational Structural Engineering Institute Conference
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• 2002.10a
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• pp.549-556
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• 2002

주변이 Kinney의 정의에 따른 부분 고정도를 가지고 지지된 직4각형 평판이 부분 분포하중을 받고 있을 때의 안정해석을 유한 요소법으로 수행하였다. 수치해석에서 고려한 변수는 평판의 변장비 (=λ)와 부분 분포하중 작용폭 (=γ) 및 부분 고정도 (=f) 값이다. 여기서 특히 f=0.0 은 주변이 단순지지를 표시하고 f=1.0은 고정지지를 뜻하는데 수치해석에서는 f=0.0, 0.2, …, 1.0으로 변화시켰다. 유한 요소법으로 산정한 판의 좌굴계수 변화는 각각의 변장비에 대하여 나머지 두 개의 매개변수를 변랑으로 하는 대수 함수식으로 표시하였다. 제안한 대수식으로 추정한 임계하중치와 유한 요소법으로 산정한 임계하중치 간의 상관계수는 모든 변장비에 대하여 거의 단위치 (ρ=1.0)에 가까웁다. 따라서 제안한 대수 함수식은 구조 설계자들의 판 설계 및 안정 검토시에 유익한 자료로 이용될 수 있다.

• Geotechnical Engineering
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• v.13 no.1
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• pp.147-158
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• 1997

In this study, it is examined that partial drain has an effect of bearing capacities and deformations on intermediate soils. To compare the numerical and experimental results, this study uses CRISP90 which is composed of Modify Cam-Clay Model for calculation and Geotechnical Centrifuge in model test. As the results of analysis, we can classify relative loading rate into three ranges which are drain, undrain and partial drain. Besides it is proved that partial drain range is about 103.

• Journal of Industrial Convergence
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• v.20 no.10
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• pp.147-156
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• 2022

The purpose of this paper was to verify the mediated effect of grit in the relationship with the effect of youth social support on aggression. To this end, data from the 2018 Children and Youth Panel (KCYPS) survey were used, and 2,590 first-year middle school students were selected and analyzed. As for the analysis method, Baron & Kenny's regression analysis and Sobel Test were performed. As a result of the main analysis, first, it was found that grit had a partial mediating effect in the effect of parental support, a sub-factor of social support of adolescents, on aggression. Second, it was found that grit had a partial mediating effect in the effect of friend support, a sub-factor of social support of adolescents, on aggression. Third, it was found that grit had a partial mediating effect in the effect of teacher support, a sub-factor of social support of adolescents, on aggression. Based on the above research results, various program development and policy alternatives that can reduce youth aggression and improve grit were suggested.

• Physical Therapy Korea
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• v.10 no.4
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• pp.33-42
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• 2003

이 연구의 목적은 뇌성마비 아동에게 앉은 자세에서 현수를 이용하여 체중지지를 해주었을 때 상지기능에 어떠한 영향을 미치는지 알아보는 것이다. 연구대상자는 뇌성마비 아동 5명과 뇌종양 아동 1명이었다. 연구대상자에게 harness를 착용하여 부분적 체중지지를 하기 전과 착용한 상태에서 손 뻗기 동작을 3차원 동작분석기를 이용하여 어깨관절과 손뻗기 동작에 걸린 시간을 측정하였고, Box and Block 검사를 실시하여 체중지지 전과 착용 시 상지 기능을 비교하였다. 자료분석은 윌콕슨 부호순위검정을 사용하였다. 어깨관절의 관절 가동범위와 Box and Block 검사에서는 유의한 차이가 없었으나, 팔뻗기 동작의 수행 시간에는 유의한 차이가 있었다(p<.05). 연구 대상자의 수가 적고, 대상자 마다 연령 및 손상의 정도가 서로 다르기 때문에 연구결과를 일반화하여 해석하기에는 제한점이 있지만, 앉은 자세에서 harness를 이용하여 부분적 체중지지를 적용하였을 때 상지의 기능 향상에 도움을 줄 수 있으리라 생각하며 향후 다수를 대상으로 한 연구가 필요하리라 생각한다.

• Journal of Korean Society of Coastal and Ocean Engineers
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• v.22 no.3
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• pp.156-162
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• 2010

When eccentric or inclined load acts on foundation of the port & harbor structures, partial safety factors of bearing capacity limit state were estimated using reliability analysis. Current Korean technical standards of port and harbor structures recommend to estimate the geotechnical bearing capacity using the simplified Bishop method. In practice, however, simple method of comparing ground reaction resistance with allowable bearing capacity has been mostly used by design engineers. While the simple method gives just one number fixed but somewhat convenient, it could not consider the uncertainty of soil properties depending on site by site. Thus, in this paper, partial safety factors for each design variable were determined so that designers do perform reliability-based level 1 design for bearing capacity limit state. For these, reliability index and their sensitivities were gained throughout the first order reliability method(FORM), and the variability of the random variables was also considered. In order to verify partial safety factors determined here, a comparison with foreign design codes was carried out and were found to be reasonable in practical design.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.12 no.1
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• pp.57-66
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• 1999

국부진동에 의하여 영향을 받는 일부 부재를 분석하기 위하여 구조물 전체의 대하여 동적해석을 수행하는 것은 비경제적일 수 있다. 본 논문에서는 국부진동의 효율적인 해석을 위하여 부분구조법을 사용하였다. 선택된 부재의 해석에 사용할 경계조건을 구하기 위하여 자유도를 응축하는 행렬응축기법을 사용하였다. 해석의 정당성을 검토하기 위하여 경계조건을 고정지지와 단순지지한 경우와 비교하였다. 본 연구에서 제시한 부분구조기법을 이용하면 가진층에 대해서는 효율적으로 매우 정확한 거동을 예측할 수 있지만, 가진층에서 멀리 떨어진 곳에 대한 거동 예측 시에는 다소 오차가 발생한다.

• 한국노년학
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• v.29 no.2
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• pp.441-458
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• 2009

The present study compared the differences in mechanisms of caregiving stress, depression, parenting behaviors, stress-coping, and social support between caregiving grandmothers and the caregiving mothers. Three caregiving groups were compared; One hundred and fifty-two grandmothers rearing their grandchild as daytime care-giver (partial caregiving-grandmother group), 152 mothers who shared the responsibilities of caregiving the same child (partial caregiving-mother group), and another 157 mothers who rear their child as daytime care-giver (primary caregiving-mother group). Predictors of parental stress for these caregiving groups were also assessed. The results indicated that partial caregiving-grandmother group had more depressed than two mother groups, but there were no differences in parental stress among three caregiving groups. In addition, primary caregiving-mothers used more problem-focused coping strategies, and more social support than did partial caregiving-grandmothers. In parental behaviors, partial caregiving-grandmothers significantly had more laxness, less overactive than two mother groups. In the analysis of hierarchical regression, overactivity and depression were significant predictors of parental stress in partial caregiving-grandmothers. On the other hand, depression, social support, and overactivity were significant predictors of parental stress in partial caregiving-mothers. In primary caregiving-mothers, overactivity, depression, and emotion-focused coping were significant predictors of parental stress. We discussed the differences of the predictors in parental stress between grandmothers and mothers.