• Journal of the Korean Data and Information Science Society
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• v.21 no.6
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• pp.1263-1270
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• 2010

Sixty patients were divided into three groups. Each group of twenty persons had fed on different diet foods over 5 weeks. Cholesterol had been measured repeatedly five times at an interval of a week during 5 weeks. It resulted from mixed model analysis of repeated measurements data that homogeneous toeplitz covariance matrix pattern was selected as the optimal covariance pattern. The correlations between measurements of different times for the covariance matrix are somewhat highly correlated as 0.64-0.78. Based upon the homogeneous toeplitz covariance pattern model, the time effect was found to be highly significant, but the treatment effect and treatment-time interaction effect were found to be insignificant.

• Journal of Korean Association for Spatial Structures
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• v.6 no.4 s.22
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• pp.35-44
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• 2006

The form-resistant Systems like a dome and shell are used more widely than post-beam structure system in large space structure. Single layer latticed dome system, one of the form-resistant system, has great merits in manufacturing and constructing but the failure mechanism is not clarified yet. The purpose of this paper is to find out the buckling characteristics of single-layer latticed domes with square network by using the experimental method. Major test parameters are the stiffness of lattice member and space of square lattice. The specimens are applied uniform loading of snow type.

• Bulletin of the Society of Naval Architects of Korea
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• v.2 no.1
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• pp.24-28
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• 1965

불규칙(不規則)한 곡면(曲面)으로 이루어진 선체외판(船體外板)의 전개(展開)는 근사전개법(近似展開法)을 사용(使用)한다. 특(特)히 선박(船舶) cost를 절감(節減)하기 위하여 공수절약(工數節約), 공기단축(工期短縮) 및 오작(誤作)을 적게한다는 점(點)에서 생각해 볼 때, 아무리 완전(完全)에 가까운 전개법(展開法)이라도 복잡(複雜)하면 실용가치(實用價値)가 없다. 공원(工員)이 작업(作業)을 간단(簡單)히, 신속(迅速)히 할 수 있다면 완전(完全)한 가전면(可展面)의 경우라도 근사법(近似法)을 따르는 것이 좋다. 물론(勿論) 이때 실용상(實用上) 지장(支障)이 없을 정도(程度)의 오차(誤差)로 끝여야한다. 대한조선공사(大韓造船公社)의 현도장(現圖場)에서 사용(使用)하는 외판(外板)의 각늑골(各肋骨) 사이에서 하나씩 전개(展開)해가는 직각송법(直角送法), 송반법(送返法), 대각선법(對角線法), 방사선법(放射線法) 및 삼각법(三角法)과 외판일매(外板一枚)를 한번에 전개(展開)하는 기선법(基線法)이 있으며, 전자(前者)의 정도(精度)와 같고, 후자(後者)와 같이 현도전개(現圖展開)를 안하고 직접(直接) marking 할 수 있는 점(點)을 동시(同時)에 구비(具備)한 측지선법(測地線法)이 있다. 이 측지선법(測地線法)보다 작업(作業)이 간단(簡單)하고 용이(容易)하며 거의 동일(同一)한 정도(情度)를 가지는 등분선법(等分線法)과 기준선(基準線)이 Roller축(軸)이 되는 축선법(軸線法)이 있는데 이들 방법(方法)에 관(關)하여 간단(簡單)히 생각한다.

• Journal of the Computational Structural Engineering Institute of Korea
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• v.14 no.3
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• pp.401-411
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• 2001

This paper deals with the vibration analysis of the rectangular plates which are subjected to uniform in-plane stresses and supported on In-homogeneous Pasternak foundation. Two parametric foundation which Winkler foundation parameter and shear foundation parameter considered, is called by the Pasternak foundation. The values of Winkler foundation parameter of central and border zone of plate are chosen as k₁and k₂respectively, and the value of shear foundation is chosen as constant about all zone of plate. After composing global flexural stiffeness matrix, geometrical stiffeness matrix, mass matrix, and the stiffeness matrix of the Pasternak foundation, eigenvalue problems which are composed of these matrices are solved. The result shows that the shear foundation parameter must not be ignore when considering the stiffeness of foundation.

• Communications of Mathematical Education
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• v.23 no.1
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• pp.129-144
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• 2009

The purpose of the study was to investigate the effects of the use of RNP curriculum based on Lesh translation model on third grade students' understandings of fraction concepts and problem solving ability. Students' conceptual understandings of fractions and problem solving ability were improved by the use of the curriculum. Various manipulative experiences and translation processes between and among representations facilitated students' conceptual understandings of fractions and contributed to the development of problem solving strategies. Expecially, in problem situations including fraction ordering which was not covered during the study, mental images of fractions constructed by the experiences with manipulatives played a central role as a problem solving strategy.

• KIEAE Journal
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• v.10 no.1
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• pp.25-31
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• 2010

An experimental investigation of composite beams composed of wide flange steel and precast concrete is presented. The bottom flange of the steel section is encased in precast concrete. The composite beams tested in this study were designed to reduce the depth of the slab and beam. The slabs are constructed on top of the edges of the Structural Composite Hybrid System, instead of on top of the steel flange, decreasing the depth of the beams. When concrete is cast on the metal deck plate located on the edges of the precast concrete, the weight of the concrete slabs and other construction loads must be supported by the contacts between the steel and the precast concrete. This interface must not exhibit bearing failures, shear failures, and failures caused by torque due to the loading of the precast concrete. When the contact area between the concrete and the bottom flange of the steel beam is small, these failures of the concrete are likely and must be prevented. The premature failure of precast concrete must not also be present when the weight of the concrete slabs and other construction loads is loaded. This paper presents a load carrying capacity of Structural Composite Hybrid System in order to observe the failure mode. The symmetrically distributed loading that caused the failure of the composite beam was found. The paper also provides design recommendations of such type of composite structure.

• Journal of the Korean Institute of Landscape Architecture
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• v.28 no.3
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• pp.97-104
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• 2000

Studies on the principle of traditional moulding techniques of architecture or structure are very important in the point of the work could accomplish succession to modern design. As an attempt of these work, this study tried to examine traditional moulding techniques applied in planes of ancient architecture and structure closely. The major findings of this study are summarized as follows; It was verified that planes of ancient Korean architectures and structures analyzed in this study was moulded by its multiple partitions with the six or eight partitions of circumference as the fundamental form. The well unearthed in kyong-bok palace recently was moulded by a concentric circle assumed form of 4 circle which was extended with equal interval and divided into multiple of 8 partition of circumference. Chon-duk-jung in chang-duk palace also was moulded by a concentric circle assumed form of 3 circle extended with equal interval, but circle were divide by 6 partitions. It was also found that 6$^{\circ}$§8 partitions of circumference(or its multiple partition) was applied to not only above structures but also the moulding planes of ancient architecture, and as a results, figures revealed in architectures analyzed is classified into three classes. And, this study analyzed arrangements of two temples. As a results, it is discovered that the Grid used in moulding planes of each building fixed the arrangement of buildings. Therefore, moulding by equal partition of circumference decided the form of each building and the relation of element at the same time.

• 한국방재학회:학술대회논문집
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• 2008.02a
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• pp.79-82
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• 2008

The elastic critical moment of I-beams subjected to moment is directly affected by the following factors; loading type; loading position with respect to the mid-height of the cross section; end restraint conditions. Most design specifications usually provide buckling solutions derived for uniform moment loading condition and account for variable moment along the unbraced length with a moment gradient correction factor applied to these solutions. In order for the method in the SSRC Guide to be applicable for singly symmetric I-beams, improved moment gradient correction factors were proposed in this study. Finite element buckling analyses of singly symmetric I-beams subjected to transverse loading applied at different heights with respect to the mid-height of the cross section were conducted. Transverse loads consisting of a mid-span point load and a uniformly distributed load were considered in the investigation.

• Journal of radiological science and technology
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• v.3 no.1
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• pp.37-41
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• 1980

In an attempt to provide optimum kVp for four spot films of stomach examinations, we measured experimentally film density and scatter radiation with field size. And to investigate the effect of concentrations in barium sulphite and kVp in spot films of stomach fluoroscopy were carried out and the following results were obained. 1. The entire density of film by field size has the sharpest increase from $10cm^2$ to $100cm^2$, and relatively flattened curve beyond $500cm^2$ in field size. 2. The quantity of scatter radiation reaching an X-ray film depends upon field size: the larger the fields, the more scatter radiation. 3. It is necessary for increasing 3 to 5kVp as for the absence of barium sulphite and 5 to 7 kVp in the case of 20 per cent and 25 per cent in barium sulphite concentrations to produce uniform density in the four spot films for stomach fluoroscopy.

• Journal of Korean Society of Steel Construction
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• v.20 no.1
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• pp.175-181
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• 2008

Finite element buckling analyses of the monosymmetric I-beams subjected to t ransverse loading applied at different heights with respect to the mid-height of the cross section were conducted. Transverse loads consisting of a mid-span point load and a uniformly distributed load were considered in the investigation. The method suggested in the SRC Guide was compared with the finite element method (FEM) results. This paper presents a more accurate moment gradient correction factor for monosymetric I-beams considering the load height effect. The applicability of this new design method is limited to monosymmetric I-beams in which the degree of monosymetry, ${\rho}$, is from 0.1 to 0.9.