• 한국식품과학회지
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• 제45권6호
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• pp.747-753
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• 2013

고구마의 가공공정(절단, 성형, 세척) 중 발생하는 고구마 가공슬러지로부터 고구마전분을 회수하여 전분소재로서의 활용가능성을 재고하기 위해 회수된 고구마전분들의 물리화학적 특성을 조사하였고 고구마 가공 슬러지의 냉동저장에 따른 고구마전분의 특성 변화를 비교하였다. 고구마 가공 슬러지로부터 회수된 전분들의 총전분 함량은 94.1-95.6%의 범위에 있었으나 겉보기 아밀로오스와 인 함량은 냉동 고구마 가공 슬러지로부터 회수된 고구마 전분이 다른 전분들에 비해 유의적으로 낮았다. 냉동저장 처리는 고구마전분의 아밀로펙틴 분지사슬 분포에 큰 영향을 미치지 않았으나 고구마전분 입자의 결정구조를 변형시켰으며 무정형 영역을 감소시켰다. 이로 인해 고구마전분의 팽윤력과 페이스팅 점도특성은 감소하였으며 최대호화온도와 호화종결온도는 상승하는 결과를 초래하였다. 전체적인 결과를 고려할 때 고구마 가공 슬러지를 획득한 즉시 회수한 고구마전분은 고구마로부터 직접 분리한 고구마전분과 물리화학적 특성이 유사하여 상업적인 전분소재로 사용가능할 것으로 기대되지만 냉동저장된 고구마 가공 슬러지로부터 분리 정제한 고구마전분을 상업적으로 이용하기 위해서는 가공식품에 있어 이의 가공적성 및 최종품질에 대한 영향 조사가 선행되어야 할 것 같다.

• 한국약용작물학회지
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• 제7권1호
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• pp.51-57
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• 1999

약용식물을 비롯하여 45종 식물체 지상부의 MeOH추출물을 대상으로 DPPH free radical소거법을 이용하여 항산화활성을 측정하였다. 그 결과 신나무(Acer ginnala Max.)의 추출물에서 가장 강한 활성$(RC_{50}\;:\;15{\mu}g)$을 보였으며, 노각나무(Stewartia koreana, $RC_{50}\;:\;28{\mu}g$)와 서어나무(Carpinus laxiflora, $RC_{50}\;:\;33{\mu}g$)에서도 활성이 비교적 높았다. 신나무의 지상부로부터 DPPH free radical 소거 활성을 지표로 2개의 항산화 활성 물질을 분리하였다. 활성물질을 각종 기기분석을 통하여 3, 6-di-O-galloyl-1, 5-anhydro-D-glucitol(acertannin)과methyl-3, 4, 5-trihydroxybenzoate(gallicin)로 동정 하였다. acertannin($RC_{50}\;:\;3.5{\mu}g$)과 gallicin($RC_{50}\;:\;2.8{\mu}g$)은 기지의 항산화 물질인 BHA($RC_{50}\;:\;14{\mu}g$), vitamin E($RC_{50}\;:\;12{\mu}g$)보다 강한 항산화활성을 나타냈다.

• Structural Engineering and Mechanics
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• 제86권3호
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• pp.399-415
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• 2023

This paper presents the experimental and numerical evaluations on the circular SFRC columns reinforced GFRP rebars under the axial compressive loading. The test programs were designed to inquire and compare the effects of different parameters on the columns' structural behavior by performing experiments and finite element modeling. The research variables were conventional concrete (CC), fiber concrete (FC), types of longitudinal steel/GFRP rebars, and different configurations of lateral rebars. A total of 16 specimens were manufactured and categorized into four groups based on different rebar-concrete arrangements including GRCC, GRFC, SRCC, and SRFC. Adding steel fibers (SFs) into the concrete, it was essential to modify the concrete damage plastic (CDP) model for FC columns presented in the finite element method (FEM) using ABAQUS 6.14 software. Failure modes of the columns were similar and results of peak loads and corresponding deflections of compression columns showed a suitable agreement in tests and numerical analysis. The behavior of GFRP-RC and steel-RC columns was relatively linear in the pre-peak branch, up to 80-85% of their ultimate axial compressive loads. The axial compressive loads of GRCC and GRFC columns were averagely 80.5% and 83.6% of axial compressive loads of SRCC and SRFC columns. Also, DIs of GRCC and GRFC columns were 7.4% and 12.9% higher than those of SRCC and SRFC columns. Partially, using SFs compensated up to 3.1%, the reduction of the compressive strength of the GFRP-RC columns as compared with the steel-RC columns. The effective parameters on increasing the DIs of columns were higher volumetric ratios (up to 12%), using SFs into concrete (up to 6.6%), and spiral (up to 5.5%). The results depicted that GFRP-RC columns had higher DIs and lower peak loads compared with steel-RC columns.

• Structural Engineering and Mechanics
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• 제74권1호
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• pp.121-128
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• 2020

This paper presents an experimental study on the dynamic characteristics of infilled reinforced concrete (RC) frames. A 1/3-scaled, one-bay, three-storey RC frame was produced and tested by using operational modal analysis (OMA). The experiments were performed on five specimens: one reference frame with no infill walls and four frames with infill walls. The RC frame systems included infill walls made of hollow clay brick, which were constructed in four different patterns. The dynamic characteristics of the patterns, including the frequency, mode shapes and damping ratios in the in-plane direction, were obtained by 6 accelerometers. Twenty-minute records under ambient vibration were collected for each model, and the dynamic characteristics were determined using the ambient vibration testing and modal identification software (ARTeMIS). The experimental studies showed that the infill walls significantly affected the frequency value, rigidity and damping ratio of the RC frame system.

• 한국전산구조공학회논문집
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• 제31권6호
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• pp.315-329
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• 2018

최근 국내에서는 고층 벽식 아파트 건설 시, 하부 주차공간과 공용공간 확보를 위하여 RC 전이슬래브 시스템을 사용하는 경우가 증가하고 있다. 하지만 두께가 얇은 RC 무량판 슬래브를 위해 개발된 설계방법 및 구조성능평가 방법을 두께가 매우 두꺼운 전이슬래브 구조설계에 그대로 사용하고 있다는 문제점이 있다. 따라서 합리적인 전이슬래브의 구조설계를 위해서는 RC 전이슬래브 시스템의 2면 전단거동 양상에 대한 명확한 분석이 필요하다. 이에 따라 본 연구에서는 전이슬래브의 두께, 콘크리트 강도, 전단경간비, 철근비 등 다양한 설계변수에 따라 비선형 FEM을 이용하여 전이슬래브의 2면 전단거동을 분석하였다. 또한 비선형 FEM 해석결과와 기존의 2면 전단강도 평가식으로 예측한 전단강도를 비교분석하여 기존 평가식의 전이슬래브 2면 전단강도 평가 유효성을 검토하였다.

• Animal cells and systems
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• 제11권2호
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• pp.129-134
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• 2007

The initiation of eukaryotic DNA replication requires assembly of the pre-replicative complex (Pre-RC) through the concerted action of Orc, Cdc6, Cdt1 and Mcm2-7 complex during G1 phase. The pre-RC assembly licenses individual replication origins for the initiation of DNA replication and sufficient number of the pre-RC is essential for proper progression of S phase. However, it is not well known how cells recognize the completion of the pre-RC assembly before G1-S transition. In order to understand the cellular responses to the defects in pre-RC assembly, we depleted the known components of pre-RC proteins using the small interference RNAs in HeLa cells. Although the defects of pre-RC assembly by the depletion of the pre-RC proteins such as Orc2, Cdt1, Mcm2 & Mcm10 did not elicit the activation of Chk1- or Chk2-dependent checkpoint pathways, these cells still showed significant decrease in the cellular level of Cdc25A proteins. These results suggests that a novel checkpoint pathway exist in HeLa cells, which is not dependent upon Chk1 or Chk2 proteins and play essential roles in the cellular responses to the defects in the pre-RC assembly. Also, among those four proteins tested in this study, the depletion of Mcm10 and Cdt1 proteins significantly increased the apoptotic cell death in HeLa cells, suggesting that these proteins not only play roles in the pre-RC assembly, but also are involved in the checkpoint responses to the defects in the pre-RC assembly.

• Journal of the Korean Wood Science and Technology
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• 제41권1호
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• pp.1-11
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• 2013

본 연구에서는 은수원사시나무의 산 당화공정에서 생성되는 고형 부산물의 화학적, 구조적 특성을 관찰하였다. 산 가수분해는 황산과 염산을 사용하였고, 1차 가수분해농도를 72%, 36%, 18%로 변화를 주었고, 2차 가수분해에서 4%로 동일하게 희석하였다. 가수분해 후 액상 가수분해액과 고형 부산물을 각각 분리하였고 고형 부산물을 각각 RS72, RS36, RS18, RC36, RC18이라고 하였다. 황산의 농도가 높아짐에 따라 생성된 고형부산물은 감소(71.2~21.4%)하였지만, 염산의 농도는 고형 부산물의 생성량(65.0~67.0%)에 큰 영향을 주지 않았다. 또한 RS36과 RS18은 고형 부산물 질량 대비 23.6%, RC36과 RC18은 각각 25.6%, 27.3%가 리그닌으로 이루어져 있었다. 고형 부산물의 열분해산물 분석 결과 Levoglucosan, Furfural 등 탄수화물 유래 물질과 리그닌 유래 물질인 Guaiacol, Syringol 등이 검출되었지만 RS72에서는 리그닌 유래 물질만이 검출되었다. 또한 열중량분석결과 고형 부산물 내 리그닌 함량이 높아질수록 다량의 탄이 생성되고 최대 중량 감소율이 감소하여 염산에 비해 황산이, 또한 산의 농도가 높을수록 화학적으로 축합된 구조를 형성하는 것을 확인하였다.

• 대한건축학회논문집:구조계
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• 제34권11호
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• pp.27-35
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• 2018

The purpose of this study is to examine the effects of boundary RC frame(composed of one tie-beam and two tie-columns) on seismic performance of unreinforced masonry walls to suggest alternative way for seismic design of unreinforced masonry wall structures. Two test specimens are prepared, one is a typical unreinforced masonry wall and another is alternative unreinforced masonry wall with additional boundary RC frame. The structural experiments were carried out to evaluate the difference of seismic resistance performance between two test specimens with or without the boundary RC frames. From the test results, it was found that the failure mode of unreinforced masonry wall fundamentally changed from 'brittle' to 'ductile' by the installing of boundary RC frames. And, the maximum load and energy dissipation capacity of the test specimen with boundary RC frame was increased about 1.6~1.7 and 2~3 times respectively compared with a typical unreinforced masonry wall specimen.

• 한국통신학회:학술대회논문집
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• 한국통신학회 1983년도 춘계학술발표회논문집
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• pp.41-44
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• 1983

In this paper, an RC active filter having 6th-order Baud pass characteristics using single amplifier by 게-BP transformation is proposed and designed. The number of element is minimized as possible as and experimental results are reasonably good.

• Structural Engineering and Mechanics
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• 제65권6호
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• pp.689-698
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• 2018

This study focuses on a novel procedure for the robustness assessment of reinforced concrete (RC) framed structures under threat-independent damage scenarios. The procedure is derived from coupled dynamic and non-linear static analyses. Two robustness indicators are defined and the method is applied to two RC frame buildings. The first building was designed for gravity load and earthquake resistance in accordance with Eurocode 8. The second was designed according to the tie force (TF) method, one of the design quantitative procedures for enhancing resistance to progressive collapse. In addition, in order to demonstrate the suitability and applicability of the TF method, the structural robustness and resistance to progressive collapse of the two designs is compared.