• Journal of the Korea Academia-Industrial cooperation Society
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• v.10 no.10
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• pp.2794-2802
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• 2009

Soil nailing method is widely used in reinforcing slopes and excavating earth. The analysis of nail-reinforced slopes, generally require complicated computer programs. The purpose of this paper is suggest, Soil stability Chart for nailed slopes which are very useful for pre-design, rapidly design, and final check. Three slope types, three nail lengths and three nail angles are selected for the stability analysis by using limit equilibrium method form Bishop and French. From the above results, this study propose the reinforced design charts for examine the necessity of reinforcement can be examined. The suggested stability chart and Taylor's Slope Stability Chart, showed similar safety factors. This Soil Nailing design charts can provide the solutions for necessity of reinforcement, economical of nail's length ratio and installation angle as well.

• Proceedings of the Korea Water Resources Association Conference
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• 2020.06a
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• pp.203-203
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• 2020

동해안에 위치한 영동지역은 산지로 둘러싸여 있어 지형적인 여건으로 지상강우관측망의 밀도가 낮으며, 지상관측소의 관측한계를 보완하기 위해 사용되고 있는 기존 대형 레이더는 지형 차폐로 인해 영동지역에서는 정확한 강우정보를 관측하기 어렵다. 강우정보는 홍수예측을 위해 필수적인 정보이므로, 집중호우와 태풍으로 인한 홍수재해가 빈번히 발생하는 영동지역에서는 관측공백의 해소가 필요하다. 이를 위해 환경부에서는 동해안 지역에 2기의 전파강수관측소를 설치, 운영 중에 있다. 해당 관측소 자료는 30km 관측반경 범위 내에서 수 백 미터 이하의 격자 강우자료를 생산할 수 있는 장점이 있다. 본 연구에서는 전파강수관측소의 자료를 강우 및 홍수 재해정보 생산에 활용하고자 한다. 대상지역은 영동지역에 위치한 삼척오십천으로 해당 지역은 친수적으로 조성되어 강우로 인한 시민의 인명피해가 위험이 존재하는 곳이다. 본 연구에서는 새로 설치된 삼척 전파강수관측소로 관측된 자료를 이용하여 고해상도 격자 및 유역평균강우정보를 생산하고, 지역특성을 반영하여 강우정보 기반으로 하천홍수 위험을 판단할 수 있는 하천흐름계산도표를 개발하여 평가하고자 한다. 생산된 고해상도 격자 강우자료는 70m 격자 해상도를 갖으며, 분포형 비차등위상차를 이용하여 추정된 강우정보이다. 유역평균강우는 삼척오십천 유역과 삼척시 동단위 행정구역별로 산출된다. 또한 하천흐름계산도표는 삼척오십천 유역의 현장답사를 통해 시민의 접근성, 하천수위 급상승으로 인한 피해가능성을 고려하여 6개 지점을 선정하여 개발하고, 전파강수관측소 관측강우정보를 활용하여 홍수예측정보로의 적절성을 평가한다.

• Communications of Mathematical Education
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• v.12
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• pp.303-315
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• 2001

본 논문에서는 고등학교 수학교과 7차 교육과정중 미분 단원의 교수 학습을 위한 프로그램을 Visual Basic 프로그램으로 설계한 과정과 그 기능을 기술하였다. 함수의 미분을 위한 초기의 좌표와 미분할 점의 좌표, 실행회수 등의 데이터를 입력 ${\cdot}$ 실행하여 그 결과(접근과정)를 화면에 도표와 그래프로 나타나게 하였고 미분단원의 ‘학습내용’과 ‘사용설명’의 기능을 추가하였다. 보조계산이나 함수의 입력을 위해 “함수값 계산”, “극한값 계산”, “함수입력판” 등의 창(폼)을 설치하였다. 이 프로그램은 일선 학교 교육 현장에서 수학 교수-학습을 위한 효율적인 시청각 자료로 활용 될 수 있을 것이다.

• KIPS Transactions on Software and Data Engineering
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• v.3 no.4
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• pp.149-154
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• 2014

A user should pick up relevant answers by himself from various search results when using user participation question answering community like Knowledge-iN. If refined answers are automatically provided, usability of question answering community must be improved. This paper divides questions in Q&A documents into 4 types(word, list, graph and text), then proposes summarizing methods for each question type using document statistics. Summarized answers for word, list and text type are obtained by question clustering and calculating scores for words using frequency, proximity and confidence of answers. Answers for graph type is shown by extracting user opinion from answers.

• Journal of Korean Society of Steel Construction
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• v.24 no.2
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• pp.199-206
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• 2012

Unstiffened seated connections (USC) ensure easy installation and safety during erection, thereby making the process more economical. USCs consist of a seat angle for carrying the beam's reactions and a top angle to provide beam stability. These angles are bolted or welded to the beam and supporting member. This paper sought to propose a design table for the weld strength of such connections obtained from the elastic vector method (EVM) and the instantaneous center-of-rotation method (ICM) in terms of calculating the eccentricity. Also, the proposed design table is compared with both AISC and KBC specifications.

• Journal of the Korean Geotechnical Society
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• v.30 no.3
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• pp.73-85
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• 2014

The strength parameters used in rock mass design are mainly estimated by equations using Hoek-Brown failure criterion because the tests to obtain the values are limited and expensive. To estimate the strength parameters, the Hoek-Brown failure criterion should be transformed to the Mohr-Coulomb failure criterion. But the processes are more or less cumbersome due to the several stages including the computation and the analyzing steps. In this study, several rock states of various conditions were modeled and then the strength parameters were estimated using the Hoek-Brown failure criterion. Thereafter by analyzing the results, some charts and equations estimating the strength parameters through only one step or easily in the field using the values of RMC, the uniaxial compressive strength and the rock constant ($m_i$), were suggested. And then the suggested method was compared and discussed with the existing method.

• Journal of the Korean Data and Information Science Society
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• v.28 no.2
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• pp.349-359
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• 2017

In this paper, we conducted survival analyses by fitting the Cox proportional hazards model to stage III proximal colon cancer data obtained from the Surveillance, Epidemiology, and End Results program of the National Cancer Institute. We investigated the effect of covariates on the hazard function for death from proximal colon cancer in stage III with surgery performed and estimated the survival probability for a patient with specific covariates. We showed that the proportional hazards assumption is satisfied for covariates that were used to analyses, using a test based on the Schoenfeld residuals and plots of the Schoenfeld residuals and $log[-log\{{\hat{S}}(t)\}]$. We evaluated the model calibration and discriminatory accuracy by calibration plot and time-dependent area under the ROC curve, which were calculated using 10-fold cross validation.

• Journal of the Korean Chemical Society
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• v.56 no.2
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• pp.207-211
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• 2012

Using Carnahan-Starling equation for hard spheres and a lattice model with an attractive potential, a new twoparameter equation of state for pure gases is derived. Using this equation, compressibility factors are calculated and compared with Nelson-Obert generalized compressibility factor charts. The results show that the agreement of this equation with the experimental Nelson-Obert charts is similar to that of Redlich-Kwong equation in the average. But parameters and terms of the new equation have physical meanings which are more definite than those of Redlich-Kwong equation.

• Nuclear Engineering and Technology
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• v.4 no.4
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• pp.273-279
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• 1972

Requirements necessary for the construction of a fast critical assembly in this country are briefly reviewed. The critial masses of a spherical plutonium core with various spherical reflectors and its thicknesses are calculated using IDX, which is a computer code written for fast reactor analysis. The compilation of this code was made on CDC 3300/Master and UNIVAC 1106/EXEC 8. The calculated results are completely depicted, and compared with other results in this report. The Russian formatted 29 group cross section set generated by ETOX-2 using ENDF/B Version II file at Hanford is used in the calculations.

• The Journal of Korean Institute for Practical Engineering Education
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• v.2 no.2
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• pp.42-48
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• 2010

For a basic engineering education Problem-Based Learning (PBL) method was adopted in order to pursuit the learner acquisition of critical knowledge, problem solving proficiency, and self-directed learning strategies by measurements of various physical and biological units, by calculation of errors in experimental data, by leraning energy conservation law and equation of motion, and, by analysis ability on data patterns through Elliptical Trainer(ET) exercise. The results show the ET may be a good experimental tool for understanding the PBL method. A sample syllabus was provided for one semester use, and by use of data obtained by self-directed and creative learning, the results of three groups for the PBL problems proposed by using ET were (1) the slope of angle was 23.5o in the diagram of energy exhaustion against velocity (GROUP A), (2) the angle range between the maximal and minimal energy exhaustion against weight loss was 15.0o ~ 26.5o (GROUP B), and finally (3) the angle was varied by 51.0o in the diagram of weight loss against distance (GROUP C).