• Proceedings of the Korean Magnestics Society Conference
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• 2009.12a
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• pp.162-162
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• 2009

• Proceedings of the Korean Magnestics Society Conference
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• 2009.05a
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• pp.107-108
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• 2009

• Proceedings of the Korean Magnestics Society Conference
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• 2014.05a
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• pp.91-91
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• 2014

• Communications of Mathematical Education
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• v.12
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• pp.331-347
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• 2001

수학교육 개혁에서 강조되고 있는 교실 문화의 변화는 교사가 그 개혁 방향을 이해하고 자신들이 지향하는 가치와 우선 순위를 수업에 어떻게 적용하느냐에 달려 있다고 볼 수 있다. 이와 관련하여, 본 논문에서는 문헌을 통하여 교수 방법에 영향을 미치는 교사 변인 (교사의 학습 및 교수 경험, 지식, 신념, 개별인성특징) 및 사회문화적 변인 (문화적 ${\cdot}$ 교육적 규준, 교육과정 개발과 운영, 교사교육, 전문적 모델과 교사공동체)을 찾아내고 이를 기초로 하여 수학 교사의 교수 방법에 영향을 미치는 요소를 질적으로 분석하기 위한 구체적인 개발면담 질문을 제시한다.

• Journal of Haehwa Medicine
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• v.15 no.2
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• pp.29-38
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• 2006

歷代諸家以多種依據, 對"素問"的著者是否黃帝進行了論述. 李圭晙以兩個論點爲依據, 判斷了"素問"的著者. 根據孔子認爲黃帝通達生死之原因和草木之味說, 以及孔安國認爲存在伏羲, 神農, 黃帝等的三墳書之說, 判斷爲三墳書中所說的黃帝之著作, 卽爲現流傳之"素問". 李圭晙無師獨學者, 幷具有果敢地對儒敎之經典, 進行刪定的主觀性較强的人. 因此, 其閱讀"素問"後認爲,"素問"之內容深奧而精辟, 把天地陰陽之根源及死生由命的緣故和昆蟲草木的隱微等都進行論述, 故判斷爲此非聖賢所能爲之. 但是, 其亦認爲"素問"的整個內容, 幷不是黃帝的之全作. 認爲經過夏殷周三代, 其內容存在刪改及缺漏引起的前後之矛盾之處, 而且漢代以後亦有錯簡及訛傳. 尤其經王冰對"素問"進行整理, 以及高保衡等的重新校正, 其根本才被分辨出來. 見到諸多醫者不學"素問", 且以"素問"爲依據主張錯誤觀點, 導致生命之寃亡. 因此, 如同刪定儒敎等經典一樣, 對醫學之經典"素問"進行了刪定, 幷稱爲"素問大要".

• KSCE Journal of Civil and Environmental Engineering Research
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• v.2 no.3
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• pp.87-99
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• 1982

This study proposes a reliability based design criteria for the R.C. superstructures of highway bridges. Uncertainties associated with the resistance of T or rectangular sections are investigated, and a set of appropriate uncertainties associated with the bridge dead and traffic live loads are proposed by reflecting our level of practice. Major 2nd moment reliability analysis and design theories including both Cornell's MFOSM(Mean First Order 2nd Moment) Methods and Lind-Hasofer's AFOSM(Advanced First Order 2nd Moment) Methods are summarized and compared, and it has been found that Ellingwood's algorithm and an approximate log-normal type reliability formula are well suited for the proposed reliability study. A target reliability index (${\beta}_0=3.5$) is selected as an optimal value considering our practice based on the calibration with the current R.C. bridge design safety provisions. A set of load and resistance factors is derived by the proposed uncertainties and the methods corresponding to the target reliability. Furthermore, a set of nominal safety factors and allowable stresses are proposed for the current W.S.D. design provisions. It may be asserted that the proposed L.R.F.D. reliability based design criteria for the R.C. highway bridges may have to be incorporated into the current R.C. bridge design codes as a design provision corresponding to the U.S.D. provisions of the current R.C. design code.

• Journal of the Korean Geotechnical Society
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• v.24 no.11
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• pp.111-120
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• 2008

The characteristic of induced anisotropy is investigated in this study for the Pohang mudstone involving the cut plane discontinuity. The uniaxial and triaxial compression tests are performed for anisotropic rocks with artificial joint to look into anisotropic strength characteristics. Both the uniaxial compressive strength and triaxial compressive strength show the lowest value at the angle of cut plane, ${\beta}=30^{\circ}$ and the shoulder type of anisotropy is obtained. Anisotropy ratio (Rc) in uniaxial compression measures 9.0, whereas Rc=1.29-1.98 in triaxial compression is appeared. A series of analyses are made with the test results to derive the suitable parameter values when it is applied to the Ramamurthy (1985) failure criterion. The result of uniaxial compression test is analyzed by introducing the n-index into Ramamurthy failure criterion. The result shows that, n=l is suitable for ${\beta}=0^{\circ}{\sim}30^{\circ}$ and n=3 is suitable for ${\beta}=30^{\circ}{\sim}90^{\circ}$. To analyze the result of triaxial compression test by Ramamurthy failure criterion, anisotropy ratio in uniaxial compression test is added to Ramamurthy's equation and material constants are estimated by modified Ramamurthy's equation. When these values are applied back to Ramamurthy failure criterion, the predicted values are well fitted to the test results. And strength anisotropy for failure criteria of Jaeger (1960), McLamore & Gray (1967) and Hoek & Brown (1980) are also investigated.

• Magazine of the Korea Concrete Institute
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• v.9 no.5
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• pp.105-114
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• 1997

본 연구는 비부착 긴장재를 갖는 부재에 대한 일련의 연구중 두 번째에 해당한다. 첫 번째 연구(1)에서는 기존연구의 제안식과 현행의 ACI 규준의 문제점을 고찰하고 기존의 총 167개 실험결과와 비교·분석하였다. 본 연구에서는 소성힌지 길이 개념과 변형도 적합조건에 의해서 비부착 긴장재의 응력을 평가할 수 있는 방법에 대한 검토를 통하여, 새로운 설계식을 제안하였다. 이는 이론적인 분석에 의한 변수설정과 기존 실험결과를 이용한 중회귀분석법을 사용하였다. 그리고 제안된 설계식을 기존의 식들과 비교하여 좋은 결과를 얻었으며, 제안된 설계식의 특성을 다음과 같이 설명하였다. (1)비부착 긴장재의 응력산정시 유효프리스트레스, 일반철근의 양, 작용하중의 형태 등은 중요한 변수로 작용할 수 있으므로 설계식에 고려하는 것이 바람직하다. (2)비부착 긴장재의 응력산정식은 현행 ACI 규준식과는 다르게 fc'/ p항의 제곱근과 비례하는 함수관계에 있다. (3)스팬-춤비가 비부착 긴장재의 응력에 미치는 영향은 소성힌지 길이의 개념에 의해서 역학적으로 타당하게 설명할 수 ldT다.

• Computational Structural Engineering
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• v.8 no.3
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• pp.113-122
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• 1995

The purpose of this study is to evaluate performance and safety of structures designed according to current seismic code or provisions (e.g., Uniform Building Code(UBC), NEHRP provisions, etc.) during lifetime of structures. The performance is represented in terns of reliability in this paper. To perform reliability analyses, a large number of time history response analyses for a given structure are usually required. In this study, to perform reliability analyses ground motions are generated based on nonstationary random process and structures are designed based on UBC. In this paper, responses of structures under a given earthquake is evaluated using dynamic nonlinear time history analyses and also an equivalent nonlinear system (ENS) with response scaling factors. The ENS system is described in the companion paper. Therefore, this paper evaluates the seismic performance of structures and also verify the accuracy of ENS.

• Journal of the Korean School Mathematics Society
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• v.17 no.4
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• pp.437-464
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• 2014

Curriculum for mathematic sis the system that selects and organizes the contents which have to be taught in school. Ultimately it can be the whole plan of school mathematical education. The study about curriculum for mathematics is the basic study field of the mathematical education, so curriculum-related studies have been continuously promoted in terms of character, organization and implement of the curriculum, learning contents contained by the curriculum, the connection between school levels, and comparison and analysis of domestic and foreign curricula. Thus, this paper investigated the 2009 Revised Curriculum for Mathematics, which is the curriculum of Korea and the CCSSM which is the curriculum of the U.S. Both have been adopted in schools recently. The purpose of this study is to understand the curricula for mathematics in elementary school of Korea and the U.S. in depth and obtain the implication for the further curriculum revision, by comparing and analyzing the curricula of two countries.