• KEPCO Journal on Electric Power and Energy
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• 제5권4호
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• pp.295-309
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• 2019

본 논문은 신재생을 배전계통에 추가 수용하기 위해 배전계통의 접속허용기준을 상향하여 운전하는 방안을 검토하고 실증한 결과를 분석하는 내용을 다룬다. 대한민국의 배전계통의 경우, 일반적인 공용배전선로는 최대 10 MVA까지 신재생이 접속할 수 있도록 규정하고 있으며 신재생으로 인해 발생하는 역조류에 의해 계통전압이 전기사업법에서 지정한 범위를 초과하지 않아야 한다. 그러나 배전계통에 상시 존재하는 최소부하 및 발전원의 발전 특성에 따라 신재생을 추가 접속할 수 있는 여유용량이 존재할 수 있음을 고려해야 한다. 따라서 배전계통의 접속허용용량 기준 상향 검토를 위해, 신재생이 접속허용한도인 10 MVA만큼 최대한 접속된 상황에서 모든 신재생이 배전계통운영자에 의해 감시되고 있는 배전선로를 선정하여 단계적인 추가 접속을 시행하였다. 신재생으로 인한 배전계통의 전력조류와 전압 프로파일 영향을 분석함으로써 현재의 기준을 초과하여 신재생을 접속 시킬 때 발생 가능한 계통영향 분석과 더불어 향후 고려해야할 요인을 정의한다.

• Steel and Composite Structures
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• 제27권4호
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• pp.495-508
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• 2018

In this paper, cyclic loading tests on composite frame inner joints of steel-reinforced recycled concrete (SRRC) column-steel beam were conducted. The main objective of the test was to obtain the shear behavior and analyze the shear strength of the joints. The main design parameters in the test were recycled coarse aggregate (RCA) replacement percentage and axial compression ratio. The failure process, failure modes, hysteresis curves and strain characteristics of the joints were obtained, and the influences of design parameters on the shear strength of the joints have been also analysed in detail. Results show that the failure modes of the joints area are typical shear failure. The shear bearing capacity of the joints maximally decreased by 10.07% with the increase in the RCA replacement percentage, whereas the shear bearing capacity of the joints maximally increased by 16.6% with the increase in the axial compression ratio. A specific strain analysis suggests that the shear bearing capacity of the joints was mainly provided by the three shear elements of the recycled aggregate concrete (RAC) diagonal compression strut, steel webs and stirrups of the joint area. According to the shear mechanism and test results, the calculation formulas of the shear bearing capacity of the three main shear elements were deduced separately. Thus, the calculation model of the shear bearing capacity of the composite joints considering the adverse effects of the RCA replacement percentage was established through a superposition method. The calculated values of shear strength based on the calculation model were in good agreement with the test values. It indicates that the calculation method in this study can reasonably predict the shear bearing capacity of the composite frame inner joints of SRRC column-steel beam.

• 전기화학회지
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• 제7권1호
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• pp.1-8
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• 2004

This paper deals with the recent development of high-voltage cathode materials of mono- and di- metal ions substituted spinel $LiMn_2O_4$ for lithium batteries. $LiCu_xMn_{2-x}O_4(0{\leq}x{\leq}0.5)$ shows reversible intercalation/deintercalation in two potential regions, $3.9\~43\;and\;4.8-5.0V$ and stable electrochemical cycling behavior but with low capacity. $LiNi_{0.5}Mn_{1.5}O_4$ obtained by a sol-gel process delivers a capacity of 127mAh $g^{-1}$ on the first cycle and sustains a value of 124 mAh $g^{-1}$ even after the 60th cycle. The $Li_xCr_yMn_{2-y}O_4(0{\leq}x{\leq}0.5)$ solid-solutions exhibit enhanced specific capacity, larger average voltage, and improved cycling behaviors for low Cr content. $LiCr_yMn_{2-y}O_4$ presents a reversible Li deintercalation process at 4.9V, whose capacity is proportional to the Cr content in the range of $0.25{\leq}x{\leq}0.5$ and delivers higher capacities. $LiM_yCr_{0.5-y}Mn_{1.5}O_4(M=Fe\;or\;Al)$ shows that the capacity retention is lowered compared with lithium manganate. The cumulative capacities obtainable with Al-substitutted materials are less than those with Fe-substituted materials. $LiCr_xNi_{0.5-x}Mn_{1.5}O_4(x=0.1)$ delivers a high initial capacity of 1$152mAh\;g^{-1}$ with excellent cycleability.

• 한국방재학회 논문집
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• 제5권4호
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• pp.37-47
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• 2005

본 연구는 화강 풍화암반의 지지력 및 침하특성을 평가할 목적으로 수행된 것으로 흡수율에 따라 풍화도를 고찰하고 원위치 심도에서 평판재하시험을 수행하여 이를 기존의 예측방법 및 공내재하시험 결과와 비교, 검토하였다. 이를 위하여 국내의 대표적인 화강 풍화암 분포 지역인 경기 $\bigcirc\;\bigcirc$지역을 시험 부지로 선정하였으며 그 시험 결과에 의하면 평판재하시험시 풍화도가 증가할수록 지지력은 지수적으로 감소하고 특정 풍화도를 경계로 지지력 감소폭이 크게 증가하는 것으로 확인되었다. 또한, 기 제안된 지지력 공식을 이용하여 화강 풍화암반의 지지력을 추정한 결과 풍화도가 증가할수록 평판재하시험 결과와 유사한 경향을 보이는 것으로 나타났다. 한편, 평판재하시험이 수행된 동일 위치에서 실시된 공내재하시험 결과 지지력은 비교적 평판재하시험과 유사한 경향을 보이고 있는 것으로 나타났다.

• 분석과학
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• 제9권3호
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• pp.302-309
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• 1996

Fe-5.7%Al-1.1%Cr-0.5%Si 및 여기에 0.12wt.%C가 함유된 합금의 최종 열처리를 $800^{\circ}C$에서 가열 후 수냉 또는 노냉함으로써 냉각방법에 의한 제진특성의 변화를 조사한 결과, 수냉은 이 합금의 제진특성을 현저히 악화시켰다. 그 원인을 미세조직 및 우선방위 특성과 관련시켜 조사하여 다음과 같은 결과를 얻었다. 열처리 후의 냉각방법에 의해 결정립 크기 및 잔류응력은 거의 무시할 정도로 변화가 없었으며, 이로부터 이들은 제진특성과 직접적인 상관이 없다고 판단되었다. 그러나 이 합금의 집합조직 형성은 수냉의 경우(200) 및 노냉의 경우(110)가 우세하게 형성되어, 이 현상을 이 합금의 자화용이축 <100>과 관련시켜 수냉시의 제진특성 악화를 해석할 수가 있었다. 즉 수냉에 의해 $180^{\circ}$ 자구벽이 $90^{\circ}$ 자구벽에 비해 많이 형성되어 제진에 결정적 역할을 하는 $90^{\circ}$ 자구벽이 적어져 그 제진특성이 악화된 것이다.

• 한국대기환경학회지
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• 제26권3호
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• pp.286-297
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• 2010

This study deals with the effect of pretreatment on the $CO_2$ adsorption capacity of zeolitic adsorbents including a commercial A-type zeolite and cation exchanged adsorbents. The pre-heating could change the intrinsic properties such as specific surface area and adsorption capacity of the adsorbent. As a result of the experiment, the moisture previously filled inside might affect the potential adsorption capacity of the adsorbent, and could be disappeared throughout the heat treatment. An optimum pretreatment temperature for the test adsorbent was found to be $400^{\circ}C$, at which temperature enabled more than 90% refreshment. Precise examination through the TPD test showed that the TSA (Temperature Swing Adsorption) process would be desirable in dry adsorption of $CO_2$.

• Carbon letters
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• 제6권1호
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• pp.25-30
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• 2005

The electrosorption of U(VI) from waste water was carried out by using an activated carbon fiber (ACF) felt electrode in a continuous electrosorption cell. In order to enhance the electrosorption capacity at a lower potential, the ACF was electrochemically modified in an acidic and a basic solution. Pore structure and functional groups of the electrochemically modified ACF were examined, and the effects of the modification conditions were studied for the adsorption of U(VI). Specific surface area of all the ACFs was decreased by this modification. The amount of the acidic functional groups decreased with a basic modification, while the amount increased a lot with an acidic modification. The electrosorption capacity of U(VI) decreased on the acid modified electrode due to the shielding effect of the acidic functional groups. The base modified electrode enhanced the capacity due to a reduction of the acidic functional groups. The electrosorption amount of U(VI) on the base modified electrode at .0.3 V corresponds to that of the as-received ACF electrode at .0.9 V. Such a good adsorption capacity was due to a reduction of the shielding effect and an increase of the hydroxyl ions in the electric double layer on the ACF surface by the application of negative potential.

• 한국수학교육학회지시리즈A:수학교육
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• 제56권4호
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• pp.365-385
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• 2017

This study aims to explore mathematics teachers' pedagogical design capacity. For this purpose, we googled and collected 327 lesson plans for middle-school mathematics and investigated how mathematics teachers plan and design their mathematics lessons through the format and structures, objectives and mathematical tasks, anticipation for students' thinking, and assessment and technology use. The findings from the data analysis suggest as follows: a) all the lesson plans are structured in a very similar way; b) the lesson plans seem to be based on the textbooks exclusively, that is, the mathematical tasks and flow is strictly followed and kept in the lesson plans in the way the textbooks suggested; c) the lesson plans do not include any evidence of what teachers anticipate for students' thinking and would do to resolve the students' issues; and d) the lesson plans do not contain any specific plans to assess students' thinking processes and reasoning qualitatively, and not intend to use technology in order to promote effective teaching and meaningful understanding.

• Korean Chemical Engineering Research
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• 제53권3호
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• pp.382-390
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• 2015

Poly(methyl methacrylate) (PMMA) supports and amine additives were investigated to adsorb $CO_2$. PMMA supports were fabricated by using different ratio of pore forming agents (porogen) to control the BET specific surface area, pore volume and distribution. Toluene and xylene are used for porogens. Supported amine sorbents were prepared by wet impregnation of tetraethylenepentamine (TEPA) on PMMA supports. So we could identify the effect of the pore structure of supports and the quantity of impregnated TEPA on the adsorption capacity. The increased amount of toluene as pore foaming agent resulted in the decreased average pore diameter and the increased BET surface area. Polymer supports with huge different pore distribution could be fabricated by controlling the ratio of porogen. After impregnation, the support with micropore structure is supposed the pore blocking and filling effect so that it has low $CO_2$ capacity and kinetics due to the difficulty of diffusing. Macropore structure indicates fast adsorption capacity and low influence of amine loading. In case of support with mesopore, it has high performance of adsorption capacity and kinetics. So high surface area and meso-/macro- pore structure is suitable for $CO_2$ capture.

• Geomechanics and Engineering
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• 제9권5호
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• pp.547-567
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• 2015

This study investigates the behavior of group of tapered and cylindrical piles. The bearing capacities of groups of tapered and cylindrical piles are computed and compared. Modeling of group of piles in this study is conducted in sand using three-dimensional finite element software. For this purpose, total bearing capacity of each group is firstly calculated using the load-displacement curve under specific load and common techniques. Then, the model of group of piles is reloaded under this calculated capacity to find group settlements, stress states on the lateral surfaces of group block, efficiency of group and etc. In order to calculate the efficiency of each group, single tapered and cylindrical piles are modeled separately. Comparison for both tapered and cylindrical group of piles with same volume is conducted and a relation to predict tapered pile group efficiency is developed. A parametric study is also performed by changing parameters such as tapered angle, angle of internal friction of sand, dilatancy angle of soil and coefficient of lateral earth pressure to find their influences on single pile and pile group behavior.