• 한국인터넷방송통신학회논문지
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• 제14권6호
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• pp.303-308
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• 2014

이 논문은 대학 웹진 현황을 토대로 웹진의 목적과 어떤 기능을 담당하는지 사용자 인터페이스 디자인 측면에서 다루고자 한다. 이를 위해 웹진의 내용적 측면과 사용자 중심의 콘텐츠 구성과 컬러 및 내비게이션 디자인 측면에서 조사해 보았다. 조사를 통해, 향후 효과적인 대학 웹진 제작을 위해 사용자와 제작자가 어떤 점에 유의하고 참고하여 디자인해야하는지 알아보고자 하였다. 웹진 제작자와 사용자의 상호 적극적인 커뮤니케이션을 활성화하고 공감하기 위해 웹진이 주요한 기능을 하고 있는지 조사를 통해 알 수 있었으며, 웹진의 이런 특성을 살려 제작한 대학들은 사용자 인터페이스 디자인 측면에서도 우수함을 알 수 있었다.

• Computers and Concrete
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• 제14권1호
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• pp.1-18
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• 2014

The addition of steel fibers in concrete mixture is recognized as a non-conventional mass reinforcement scheme that improves the torsional, flexural, and shear behavior of structural members. However, the analysis of fiber reinforced concrete beams under combined torsion, bending, and shear is limited because of the complicated nature of the problem. Therefore, nonlinear 3D finite element analysis was conducted using the "ANSYS CivilFEM" program to investigate the behavior of fiber reinforced concrete L-beams. These beams were tested at different reinforcement schemes and loading conditions. The reinforcement case parameters were set as follows: reinforced with longitudinal reinforcement only and reinforced with steel bars and stirrups. All beams were tested under two different combined loading conditions, namely, torsion-to-shear ratio (T/V) = 545 mm (high eccentricity) and T/V = 145 mm (low eccentricity). Eight intermediate L-beams were constructed and tested in a laboratory under combined torsion, bending, and shear to validate the finite element model. Comparisons with the experimental data reveal that the program can accurately predict the behavior of L-beams under different reinforcement cases and combined loading ratios. The ANSYS model accurately predicted the loads and deformations for various types of reinforcements in L-beams and captured the concrete strains of these beams.

• 한국전자통신학회논문지
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• 제14권5호
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• pp.985-990
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• 2019

역사적으로 중요한 사건이 일어난 시기를 다루는 교과목에서는 기억법이 적용되면 교육 효과를 높일 수 있다. 수치 기억법 기반의 연구에서 점, 선, 막대 등과 같은 부가 정보를 적용함으로써 기억률을 높이는 방법들이 연구되고 있다. 본 연구에서는 이전 연구에서 부족했던 장기기억 메커니즘을 적용한 방법을 제안한다. 이는 사용자가 실수로 입력한 오류 데이터를 수정해주는 메커니즘으로 기억의 환기 효과를 부여하여 기억률을 높이고자 한다. 이를 위해 모바일 환경에서 진행되는 특유의 과정을 제안하고, 실수 수정 수치 알고리즘을 구현 평가한다.

• 한국전자통신학회논문지
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• 제14권1호
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• pp.219-224
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• 2019

연도와 같은 수치 정보가 많은 교과목은 기억법의 적용이 필요하다. 수치 기억법은 점, 선, 막대 등과 같은 많은 방법들을 적용한 정보 이미지는 기억을 도와주는 기호의 역할을 한다. 뇌의 기억 구조는 수치만을 제공하기 보다는 추가 정보를 제공하는 것이 효율적이다. 이전 연구에서는 모바일 환경에 적합한 그래프 알고리즘이나 배열된 이미지 알고리즘을 제시했었다. 본 연구에서는 수치 정보가 많은 교과목을 선정하여 수치와 관련된 추가 정보를 원본 데이터와 연결하고자 한다. 모바일 환경에서 진행되는 특유의 과정을 제안하고, 의미 연결 수치 알고리즘을 구현 평가한다.

• International Journal of Concrete Structures and Materials
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• 제2권1호
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• pp.63-68
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• 2008

High performance concrete (HPC) is widely used in civil engineering due to its high durability and low permeability etc. Compared with ordinary concrete, HPC may develop much higher AS (autogenous shrinkage) at early age due to the relative low water cement (w/c) ratio and adding of mineral admixtures, which is one of the main reasons for early age micro-cracking of HPC structures. This paper studies the early age property of HPC columns under similar construction-site surroundings by embedded strain transducers. Results show that for HPC structure, early-age autogenous shrinkage especially within the first day after concrete pouring is pretty large. AS within the first day are 60% larger than those for 14 days in this research for all specimens. Therefore it should be taken into account for structure durability. By comparison of PHPC (plain HPC column) and RHPC (reinforced HPC column) specimens, the effects of reinforced bars on AS and temperature distribution have been analyzed. Also the influence of w/c ratio on AS is demonstrated.

• Computers and Concrete
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• 제16권6호
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• pp.909-918
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• 2015

This paper presents an experimental study for determining the bond performance of lightweight concretes produced using pumice aggregate coated with colemanite-cement paste. For this purpose, eight hinged beam specimens were produced with four different concrete mixtures. 14 mm deformed bars with $10{\Phi}$ development lengths were selected constant for all test specimens. All the specimens were tested in bending and load-slip values were measured experimentally to determine the effect of colemanite-cement coated pumice aggregate on bond performances of lightweight concretes. Test results showed that, colemanite-cement coated pumice aggregate increases compressive strength and bond performance of the lightweight concretes, considerably.

• 한국해양공학회지
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• 제23권6호
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• pp.131-135
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• 2009

We present an optimum design method for a rectangular reinforced concrete beam using Genetic Algorithms. The optimum design procedure in this paper employs 2 design cases: i) all of the design variables (b, d, As) of the rectangular reinforced concrete section are used pseudo-continuously, ii) one is pseudo-continuous for the concrete cross section (b, d) and the other is discrete, using an index for the steel area (As). The optimum design in this paper uses Chakrabarty's model. In this paper, the Genetic Algorithms use the method of Elitism and penalty parameters to improve the fitness in the reproduction process, which leads to very practical designs. The optimum design of the steel area in the examples uses ASTM standard reinforcing bars (#3~#11, #14, #18).

• 한국건축시공학회:학술대회논문집
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• 한국건축시공학회 2006년도 춘계학술논문 발표대회 제6권1호
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• pp.163-166
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• 2006

The purpose of the research is to assess the accuracy of steel bar detector among other nondestructive testing equipment. The result of previous research shows that the average errors of rebar detector are 14.7% for the cover depth, 2.3% for the rebar spacing, and 11% for the rebar diameter. But this experiment was performed at the laboratory and the mortar was used for covering the steel bars instead of concrete. In situ condition can be different from the laboratory's so the outcomes do not correspond with those of laboratory. This research was performed at the buildings to be reconstructed. Nondestructive and destructive testing can be performed side by side since the building if to be destroyed. Steel bar detector was operated on the beam and the column and concrete cover of those members was removed for the actual measurement of rebar depth, spacing, and diameter finally, presumed value can be directly compared with actual data.

• Journal of Advanced Marine Engineering and Technology
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• 제2권1호
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• pp.3-14
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• 1978

The authors have developed a calculating method of propeller shaft alignment by the finite element method. The propeller shaft is divided into finite elements which can be treated as uniform section bars. For each element, the nodal point equation is derived from the stiffness matrix, the external force vector and the section force vector. Then the overall nodal point equation is derived from the element nodal point equation. The deflection, offset, bending moment and shearing force of each nodal point are calculated from the overall nodal point equation by the digital computer. Reactions and deflections of supporting points of straight shaft are calculated and also the reaction influence number is derived. With the reaction influence number the optimum alignment condition that satisfies all conditions is calculated by the simplex method of linear programming. All results of calculation are compared with those of Det norske Veritas, which has developed a computor program based on the three-moment theorem of the strength of materials. The authors finite element method has shown good results and will be used effectively to design the propeller shaft alignment.

• 한국공작기계학회논문집
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• 제14권4호
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• pp.13-21
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• 2005

The affected factors for an accuracy of theodolite system are not only the measurement environment of temperature, illumination, etc. but also the measurement processes of the distance between two theodolites, the distance from theodolite system to scale bar and the distance from theodolite system to targets. We have known that the best collimation distance between two theodolites and the best distance from theodolite system to scale bar is $3{\sim}4m$. This study was performed for searching the best distance from theodolite system to targets on above measurement configuration. And, we could know that the best distance from theodolite system to targets is $2{\sim}6m$ and the system accuracy could be within ${\pm}0.025mm$.