• 한국세라믹학회지
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• 제27권4호
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• pp.560-566
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• 1990

The early hydration characteristics according to the C3A polymorphism and the presence of gypsum, in order to establish the hydration mechanism of the system C3S-C3A, have been studied. The hydration rate of C3A was changed according to the its crystal structure and influenced the hydration of C3S. That is, the hydration rate of C3S was accelerated in case of orthorhombic-C3A, but that was slightly retarded in case of melt-C3A than that of cubic-C3A. In the system C3S-C3A-gypsum, the retardation phenomenon of the reaction of monosulfate formation was observed in case of both orthorhombic and melt-C3A.

• IEIE Transactions on Smart Processing and Computing
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• 제5권1호
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• pp.55-62
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• 2016

In this paper, we propose a hybrid multi.system-on-chip (H-MSoC) architecture that provides a high-flexibility system in a rapid development time. The H-MSoC approach provides a flexible system-on-chip (SoC) architecture that is easy to configure for physical- and application-layer development. The physical- and application-layer aspects are dynamically designed and modified; hence, it is important to consider a design methodology that supports rapid SoC development. Physical layer development refers to intellectual property cores or other modular hardware (HW) development, while application layer development refers to user interface or application software (SW) development. H-MSoC is built from multi-SoC architectures in which each SoC is localized and specified based on its development focus, either physical or application (hybrid). Physical HW development SoC is referred to as physical-SoC (Phy-SoC) and application SW development SoC is referred to as application-SoC (App-SoC). Phy-SoC and App-SoC are connected to each other via Ethernet. Ethernet was chosen because of its flexibility, high speed, and easy configuration. For prototyping, we used a LEON3 SoC as the Phy-SoC and a ZYNQ-7000 SoC as the App-SoC. The proposed design was proven in real-time tests and achieved good performance.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 1999년도 연약지반처리위원회 학술세미나
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• pp.70-77
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• 1999

Consolidation settlements on soft clay are often large and potentially damaging to structures. Currently, large-scale projects are in progress in Korea. These structures will be constructed on both thick and soft clay layers, and so the accurate evaluation of magnitude of settlement is required at every step in design and construction. Especially, secondary compression play an important role in consolidation settlements on soft clay. Generally, the magnitudes of secondary compression are evaluated by laboratory and in-situ consolidation tests or by empirical $C_{a/}$ $C_{c}$ relationships. The empirical $C_{a/}$ $C_{c}$ may not be only economical, but a fast and powerful tool in estimating secondary consolidation settlement. However, databases of the $C_{a/}$ $C_{c}$ relationship for sites in Korea are currently insufficient. The purpose of this study is to investigate the relationship of $C_{a/}$ $C_{c}$, on marine clay near the southern sea in Korea. In this study a series of incremental loading consolidation tests (measuring base pore water pressure) are performed. It was found that the $C_{a/}$ $C_{c}$ on undisturbed marine clay equaled 0.0397. This value is similar to the value proposed by Mesri and Castro(1987) for inorganic clay and silt. and silt. and silt.

• 한국지반공학회:학술대회논문집
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• 한국지반공학회 1999년도 봄 학술발표회 논문집
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• pp.373-380
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• 1999

Consolidation settlements of soft clay are often large and potentially damaging to the structures. Currently, large-scale construction projects for airport and harbor etc. are in progress in Korea and many of these structures will be constructed on thick and soft clay layers. For this kind of ground condition, evaluation of consolidation settlement is required at every design and construction stages, and the magnitude of secondary compression appears to be larger than expected. Generally, the magnitude of secondary compression is evaluated by laboratory and in-situ consolidation tests or by empirical $C_{a/}$ $C_{c}$, relationship. The use of empirical value $C_{a/}$ $C_{c}$ may be economical, fast and powerful tool in estimating secondary consolidation settlement. However, the databases of the $C_{a/}$ $C_{c}$, for typical soft clays in Korea are insufficient. The purpose of this study is to investigate the relationship of $C_{a/}$ $C_{c}$ on marine clay near the southern sea in Korea. A series of incremental loading consolidation tests with measurement of pore water pressure were performed. It was found that the $C_{a/}$ $C_{c}$ of undisturbed marine clay is 0.0397. This value is similar to that proposed by Mesri and Castro(1987) on inorganic clay and silt. and silt. and silt.

• 한국산학기술학회논문지
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• 제18권12호
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• pp.503-511
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• 2017

본 연구의 목적은 황백을 포함한 총 14가지의 한약재를 증류 추출하여 얻은 시료(A.C.C. 추출물)의 항염증 활성을 확인하고 임상적인 효과를 평가하는 것이다. 이를 위해, Lipopolysaccharide(LPS)로 자극한 RAW 264.7세포에서 세포가 방출하는 nitric oxide(NO) 생성량과 염증성 사이토카인인 tumor necrosis factor(TNF)-${\alpha}$, interleukin(IL)-$1{\beta}$ 및 IL-6 생성량의 변화를 확인하였다. 그 결과, A.C.C. 추출물은 세포 독성없이 LPS가 증가시킨 NO와 염증성 사이토카인들의 생성을 강력하게 억제하였다. 또한, A.C.C. 추출물은 Pseudomonas aeruginosa, Staphylococcus aureus, MRSA(Methicillin-resistant Staphylococcus aureus), Candida albicans and Streptococcus mutans 등의 세균들에서 99.9%의 강력한 세균 감소율을 보여 주었다. 이는 A.C.C. 추출물이 항염증 효과와 함께 강력한 항균 효과를 가진 유효한 성분인 것을 의미한다. 또한, 기저귀 발진, 가려움증, 땀띠 증상을 겪고 있는 영 유아에게 A.C.C. 추출물을 도포하였을 때, 발진, 아토피, 짓무름, 가려움증, 땀띠 등의 증상 개선 효과를 나타내었으며, 영 유아 피부의 땀띠가 2주일 경과 후 상당히 완화된 것을 육안으로 확인할 수 있었다. 이는 A.C.C. 추출물이 임상적으로도 항염증 및 항균작용을 통하여 기저귀 발진 및 땀띠 등의 증상을 완화 시키는 물질임을 확실히 한 것이다. 그러므로, A.C.C. 추출물이 염증성 질환에 대한 효과적인 대안이 될 수 있을 것으로 사료된다.

• 한국세라믹학회지
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• 제26권4호
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• pp.514-520
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• 1989

The early hydration characteristics according to the C3S/C3A ratio and presence of gypsum, in order to establish the hydration mechanism of the system C3S-C3A, have been studied. The rate of C3S dissolution in the system C3S-Gypsum was higher than that in the system C3S. Consequently, the induction period was reduced and the rate of Ca(OH)2 formation in the accleration period was increased. The hydration of C3S in the system C3S-C3A was retarded because Al3+ in the liquid phase originating from the hydration of C3A was incorporated into calcium hydrosilicates formed. The retardation phenomenon of C3S hydration was not appeared in the system C3S-C3A-gypsum because the reaction of monosulfate formation became the rate-determining step.

• 한국지반공학회논문집
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• 제15권6호
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• pp.87-98
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• 1999

연약지반에서의 압밀침하는 종종 구조물에 큰 피해를 미친다. 최근 국내에서는 대규모 프로젝트들이 계획 혹은 진행중인데, 이들 구조물들은 두꺼운 연약지반상에 건설되므로 설계나 시공에 있어서 각 단계별 정확한 압밀침하량 예측이 필요하다. 특히, 이러한 연약지반상의 이차압밀은 전체 압밀침하량에서 상당량을 차지하게 된다. 일반적으로 이차압밀은 실내 혹은 현장압밀시험을 통해 산정된다. 경험적인 $C_a/C_c$의 비는 이차압밀량을 예측하는데 있어서 경제적이고 효율적인 수단이 될 수 있을 것이나, 국내의 $C_a/C_c$는 그 데이터 베이스가 매우 부족한 실정이다. 본 연구에서는 간극수압을 측정하는 단계재하 압밀시험을 이용하여 남해안 해성점토에 대한 $C_a/C_c$의 비를 0.397로 제시하였다.

• 생명과학회지
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• 제12권2호
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• pp.208-212
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• 2002

온도 기울기 전기영동장치를 이용하여 d(CXG)와 d(GXC) 염기의 열 안정성을 결정하는데 사람의 $\varepsilon$-글로빈 DNA조각을 사용하였다. 염기 쌍의 안정성은 이웃하는 염기서열에 의한 수소결합과 base stocking 상호작용에 의존한다. 염기 쌍의 안정성은 d(CXG) d(CYG)의 경우에 T.AG.A = A.G>C.T>T.C>C.A>A.C이다.

• 대한기계학회논문집A
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• 제31권2호
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• pp.205-210
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• 2007

SiC/SiC composites and monolithic SiC materials have been fabricated by the melt infiltration process, through the creation of crystallized SiC phase by the chemical reaction of C and Si. The reinforcing material used in this system was a braided Hi-Nicalon SiC fiber with double interphases of BN and SiC. The microstructures and the mechanical properties of RS-SiC based materials were investigated through means of SEM, TEM, EDS and three point bending test. The matrix morphology of RS-SiS/SiC composites was greatly composed of the SiC phases that the chemical composition of Si and C is different. The TEM analysis showed that the crystallized SiC phases were finely distributed in the matrix region of RS-SiC/SiC composites. RS-SiC/SiC composites also represented a good flexural strength and a high density, accompanying a pseudo failure behavior.

• 대한수학회지
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• 제32권2호
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• pp.161-170
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• 1995

A complex $n(\geq 2)$-dimensional Kaehlerian manifold of constant holomorphic sectional curvature c is called a complex space form, which is denoted by $M_n(c)$. A complete and simply connected complex space form is a complex projective space $P_nC$, a complex Euclidean space $C^n$ or a complex hyperbolic space $H_nC$, according as c > 0, c = 0 or c < 0. Takagi [12] and Berndt [2] classified all homogeneous real hypersufaces of $P_nC$ and $H_nC$.