• Journal of the Korea institute for structural maintenance and inspection
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• v.7 no.2
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• pp.239-246
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• 2003

In the PCA Load Contour Method, the biaxial bending design coefficient of columns(${\beta}$) is based on the equivalent rectangular stress block (RSB). And coefficient of ${\beta}$ estimates the reinforcement index to be a influencing parameter on biaxial moment strength of RC columns without considering the arbitrary condition of bar arrangement. The experimental results of high strength concrete (HSC) columns subjected to combined axial load and biaxial bending moment were compared to the analysis results of RSB method. As result, the accuracy of RSB method is still acceptable for HSC columns and, as the reinforcement is placed densely in each corner of column section, the ${\beta}$ is decreased.

• Magazine of the Korean Society of Agricultural Engineers
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• v.28 no.1
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• pp.75-82
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• 1986

In this paper. the characteristics of mechanical behaviour due to various edge-ratio of uniformly loaded clamped skew-~plates has been described. In this study, the skew-plate was discretized using 8-noded isoparametric element and Mindlin's plate theory was adapted in finite element formulation. The edge-ratio 0.5,0.8,1.0,1.2,1.5,2.0 and 2.5 were considered. Hence, five cond- itions of the skew-angle, the seven levels of edge ratio were tried. When the edge-ratio was 2.5 or the edge-ratio was 2.0 and the skew-angle was less than 45 degree, the behaviour of the uniformly loaded the skew-plate with all edges clamped was independent of the skew-angle.

• Journal of the Korea institute for structural maintenance and inspection
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• v.1 no.2
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• pp.151-156
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• 1997

An experimental study was performed on the pull-out behavior of 90-deg standard hooks from exterior beam-column connections. The effects of the number of hooked bars of joint area were investigated. Under the pull-out action of hooked bars, the damage and cracking of joint area tends to be more extensive as the number of hooks pulling out from a joint increases. The pull-out strength and post-peak ductility of hooked bar are adversely influenced by the increase in number of hooks pulling out from an exterior joint. Current hooked bar anchorage design guidelines may be improved by considering the effect of the number of hooked bars on anchorage conditions at exterior joints.

• Proceedings of the Computational Structural Engineering Institute Conference
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• 2002.10a
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• pp.521-526
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• 2002

The seismic performance of structural walls subjected to the cyclic lateral loads are influenced by various factors, like sectional shape, aspect ratio, reinforcement ratio, arrangement of reinforcement, and axial load ratio etc. In this research, reinforced concrete structural walls with the T-shaped cross section were selected. The seismic performance of T-shaped wall was affected by the many (actors because T-shaped wall is irregular wall composed to two rectangular walls. Especially the seismic performance of T-shaped wall varies with the flange condition and the various factors including the flange condition were determined. Therefore, the objective of this study is to understand the factors to improve seismic performance of RC T-shaded tv using sectional analysis.

• Magazine of the Korean Society of Agricultural Engineers
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• v.42 no.3
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• pp.114-120
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• 2000

In this study a computer program considering initial imperfection of wall of axisymmetric reinforced concrete shell which show plastic deformation by large external loading is developed. initial imperfection of wall of axisymmetric reinforced concrete shell is assumed as sinusoidal curve expressed as {{{{ {W }_{i } }}}}={{{{ {W}_{0 } }}}}sin (n$\pi$y/$\ell$)y. The developed program is applied to the analysis of the dynamic response of axisymmetric reinforced concrete shell when the wall has initial imperfection. The initial imperfection of 0.0 -5.0, and 5cm and steel ratio 0.3, and 5% are tested for numerical examples. The effects of the wall initial imperfection and steel ratio on the dynamic response of the axisymmetric reinforced concrete shell are analysed, It is shown that the direction of the initial imperfection is very important factors for determining the dynamic response.

• Magazine of the Korean Society of Agricultural Engineers
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• v.33 no.2
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• pp.94-103
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• 1991

This study was carried out to investigate the engineering characteristics of the R.C circular ring sector plate with various boundary conditions and then to propose a rational and paraical method for application of finite element method to R.C structures. The stiffness matrix of the circular ring sector plate was obtained by using the multi-base coordinate system in which the base-coordinate systems were constructed for each nodal point of the quadrilateral element in order to reflect the complicated boundary conditions conveniently and correctly. The R.C element stiffness matrix was constructed by adding the stiffness coefficients of the steel-bar element into the plate bending element stiffness matrix. Herein, the steel-bar element was treated as the common beam element. Using the above method, the effects of steel-bar can be considered without increasing of the numbers of element and nodal points.

• Proceedings of the Korea Concrete Institute Conference
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• 2005.05b
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• pp.201-204
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• 2005

The initiation of steel corrosion due to chloride diffusion is predicted to consider time-dependancy of surface chloride content. the profile of chloride concentration is the following: constant condition > square root condition > linear condition From these results, the initiation of steel corrosion in concrete is reverse order of above results of chloride profile. the effect of prolongation to initiation of steel corrosion is decreased with increasing concrete cover

• The Proceedings of the Korean Institute of Illuminating and Electrical Installation Engineers
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• v.9 no.2
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• pp.111-111
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• 1995

원적외선이 생체에 미치는 영향을 관찰하기 위하여 포유동물인 흰쥐를 대상으로 실험을 실시하였다. 원적외선이 발생되도록 특수설계된 장치를 이용하여 흰쥐의 생리상태, 생식활동 및 생존능력에 변화와 차이를 유발시키는지의 여부를 관찰한 결과, 물과 먹이의 소모량, 체중, 수태율, 출산율 및 새끼의 성비(性比)에 있어서 자연상태와 동일하였기 때문에 원적외선이 하등의 유해작용을 발생시키지 않는다는 사실을 확인하였고, 가혹한 실험상황에서 흰쥐의 생존력이 자연상태의 흰쥐보다 약 122% 증가한다는 결과를 얻으므로써 원적외선이 흰쥐의 체력과 지구력을 증강시키는 역할을 한다는 새로운 사실을 관찰하였다.

• Proceedings of the Computational Structural Engineering Institute Conference
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• 2010.04a
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• pp.301-304
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• 2010

이 논문에서는 콘크리트구조물의 성능설계를 위한 하중조합의 구성과 이의 신뢰도수준을 정하는 과정을 제시한다. 설계기준의 작성 및 적용에 관하여 논리적인 개념을 제시하고 있는 Eurocode 의 하중조합에 관한 기본 원칙을 살펴보고, 국내 및 미국의 콘크리트구조물의 설계에서 적용하고 있는 하중조합을 분석하여 본다. 구조물 설계에 관한 안전율의 결정에 있어서 널리 사용되고 있는 통계 및 신뢰도에 기반한 분석을 통하여, 현행 하중조합을 사용하고 재료별 저항계수를 적용하는 경우에 제공하게 되는 신뢰도 수준을 살펴본다. 철근콘크리트 보와 기둥의 예제를 이용하여 휨, 전단 및 축력에 관한 신뢰도 수준과 이에 영향을 미치는 설계변수들의 민감도분석을 수행한다.

• Proceedings of the Korea Concrete Institute Conference
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• 1990.10a
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• pp.79-82
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• 1990

The results of a large-scale study to determine the effects of epoxy coating on the bond strength between deformed reinforcement and concrete are descrebed. Tests include beam-end specimens containing No. 5(16mm), No. 6 (19mm), No. 8(25mm), No. 11(32mm) bars with average coating thicknesses ranging from 3 to 17 mils(0.08-0.43mm). Three deformation patterns are evaluated. Specimens with covers of 1, 2, and 3 bar deameters are studied. Both top-cast and bottom-cast bars are tested. Epoxy coatings are found to significantly reduce bond strength. The severity of that reduction is a function of deformation pattern, bar size, and coating thickness. Design recommendations based on these observations differ from the modifications to the 1989 ACI Building Code.