• Journal of the Korean Crystal Growth and Crystal Technology
• /
• v.24 no.3
• /
• pp.106-110
• /
• 2014

The passivation property of $Al_2O_3$ thin film formed using atomic layer deposition (ALD) for the application of crystalline Si solar cells was investigated using microwave photoconductance decay (${\mu}$-PCD). After post-annealing at $400^{\circ}C$ for 5 min, $Al_2O_3$ thin film exhibited the structural stability having amorphous nature without the interfacial reaction between $Al_2O_3$ and Si. The post-annealing at $400^{\circ}C$ for 5 min led to an increase in the relative effective lifetime of $Al_2O_3$ thin film. This could be associated with the field effective passivation combined with surface passivation of textured Si. The capacitance-voltage (C-V) characteristics of the metal-oxide-semiconductor (MOS) with $Al_2O_3$ thin film post-annealed at $400^{\circ}C$ for 5 min was carried out to evaluate the negative fixed charge of $Al_2O_3$ thin film. From the relationship between flatband voltage ($V_{FB}$) and equivalent oxide thickness (EOT), which were extracted from C-V characteristics, the negative fixed charge of $Al_2O_3$ thin film was calculated to be $2.5{\times}10^{12}cm^{-2}$, of which value was applicable to the passivation layer of n-type crystalline Si solar cells.

• International Commerce and Information Review
• /
• v.19 no.1
• /
• pp.43-63
• /
• 2017

I focused on LVTS compare with Fedwire to advance a research effects in this paper. The Fedwire Funds Service is generally used to make large-value, time-critical payments. The Federal Reserve Banks provide the Fedwire Funds Service, a real-time gross settlement system that enables participants to initiate funds transfer that are immediate, final, and irrevocable once processed. The Fedwire Funds Service is a credit transfer service. While, The LVTS(Large Value Transfer System) is the high value electronic wire system that facilitates the transfer of irrevocable payments in canadian dollars across the country. Through LVTS, funds can be transferred between participating financial institutions virtually instantaneously in a fully collateralized environment. Thus in this article, first of all, I considered features of payment system between LVTS and Fedwire. Second, I analyzed the governing structure and legal background. Third, I focused on the operational policy and risk aversion policy. Lastly, I suggested that the payment and banking system have to assume, with good reason, more efficiently accurately and securely operation together with conclusion.

• Journal of the Korean Geotechnical Society
• /
• v.35 no.11
• /
• pp.97-110
• /
• 2019

Piles that support offshore wind turbine structures are dominantly subjected to cyclic lateral loads of wind, waves, and tidal forces. For a successful design, it is imperative to investigate the behavior of the cyclic laterally loaded piles; the p-y curve method, in which the pile and soil are characterized as an elastic beam and nonlinear springs, respectively, has been typically utilized. In this study, model pile tests were performed in a 1 g gravitational field so as to investigate the p-y behaviors of cyclic laterally loaded piles installed in saturated dense silty sand. Test results showed that cyclic lateral loads gradually reduced the overall stiffness of the p-y curves (initial stiffness and ultimate soil reaction). This is because the cyclic lateral loads disturbed the surrounding soil, which led to the decrement of the soil resistance. The decrement effects of the overall stiffness of the p-y curves became more apparent as the magnitude of cyclic lateral load increased and approached the soil surface. From the test results, the cyclic p-y curve was developed using a p-y backbone curve method. Pseudo-static analysis was also performed with the developed cyclic p-y curve, confirming that it was able to properly predict the behaviors of cyclic laterally loaded pile installed in saturated dense silty sand.

• The Journal of Engineering Geology
• /
• v.22 no.1
• /
• pp.113-121
• /
• 2012

The mechanical characteristics of a fault gouge from near Mt. Kumjung in Kumjung-Gu, Busan, were estimated from laboratory tests on different joint models. Fault gouge samples and joint samples in biotite granite were obtained from boreholes in the study area that had penetrated small faults associated with the Dongnae and Yangsan faults. XRD and SEM analyses revealed that for the fault gouge consists of several clay minerals with tabular structure (kaolinite, montmorillonite, illite, sericite), which could cause the considerable reduction of shear strength when wet. The shear strength of the fault gouge was obtained from direct shear tests of the fault gouge itself and from direct shear tests of several natural/artificial joint surfaces coated with fault gouge. The results indicate that the reduction of shear strength is more abrupt for the joint surfaces coated with fault gouge compared with uncoated joint surfaces, and that the friction angle of the fault gouge between joint surfaces is much lower than the internal friction angle of the fault gouge itself. Fault gouges in contact with rock, therefore, could have a stronger negative effect on the stability of structures in rock masses than the fault gouge itself.

• Journal of Life Science
• /
• v.26 no.3
• /
• pp.364-375
• /
• 2016

Post-translational modification is an efficient process to rapidly transduce external stimulus into cellular response. Ubiquitination is a typical post-translational modification which is a highly conserved process in eukaryotes. UPS (Ubiquitin/Proteasome System) mediated by the ubiquitination is to target diverse cellular proteins for degradation. Among E3 ubiquitin ligases that function as the key determinant for substrate recognition, CRL (cullin–RING E3 ubiquitin ligase) is the largest family and forms the complex composed of cullin, RBX1, adaptor and substrate receptor. Although CRL1, also known as SCF complex, has been widely researched for its biological role, the functional studies of CRL4 have been relatively elusive. In Arabidopsis, there are 119 substrate receptors named DCAF (DDB1 CUL4 Associated Factor) proteins for CRL4 and a fraction of DCAF proteins have been identified for their potential functions so far. In this paper, current understanding on structure and biological roles of plant CRL4 complexes in a diverse of cellular events is reviewed, especially focusing on CRL4 substrate receptors. Moreover, the regulatory mechanism of CRL4’s activity is also introduced. These studies will be helpful to further understand the signal transduction pathways in which such CRL4 complexes are involved and give a clue to establish the action network of entire CRL4 complexes in plants.

• Tunnel and Underground Space
• /
• v.14 no.6 s.53
• /
• pp.440-449
• /
• 2004

Rock mass includes natural discontinuities such as joints and faults during its formation. Discontinuities are also referred as planes of weakness because of their weak mechanical characteristics. In the design of underground structures, it is necessary to consider the properties of discontinuities to insure the stability. During the excavation of a tunnel, these discontinuities have to be identified as early as possible so that proper change in excavation method or support design can be made accordingly. The excavation of the tunnel in a stable rock mass causes a 3-dimensional arching effect around the excavation face. It was revealed by previous studies that the existence of a weak zone or a fault zone ahead of tunnel foe induces a typical displacement tendency of convergence. For better understanding of the meaning of influence/trend lines of various displacement components, three-dimensional numerical analyses were conducted while varying deformation moduli, thicknesses and orientations of discontinuities. Numerical results showed that the changes in influence/trend lines of various displacement components were very similar to those by measurements. The discrepancies from the expected values were dependent on the physical properties, thicknesses and orientations of discontinuities.

• Journal of the Korean earth science society
• /
• v.28 no.7
• /
• pp.936-946
• /
• 2007

Analytical geopotential field in balance with the sectoral mode (the first symmetric mode with respect to the equator) of the Rossby-Haurwitz wave on the inclined rotation axis was derived in presence of superrotation background flow. The balanced field was obtained by inverting the divergence equation with the time derivative being zero. The inversion consists of two steps, i.e., the evaluation of nonlinear forcing terms and the finding of analytical solutions based on the Poisson's equation. In the second step, the forcing terms in the from of Legendre function were readily inverted due to the fact that Legendre function is the eigenfunction of the spherical Laplacian operator, while other terms were solved either by introducing a trial function or by integrating the Legendre equation. The balanced field was found to be expressed with six zonal wavenumber components, and shown to be of asymmetric structure about the equator. In association with asymmetricity, the advantageous point of the balanced field as a validation method for the numerical model was addressed. In special cases where the strength of the background flow is a half of or exactly the same as the rotation rate of the Earth it was revealed that one of the zonal wavenumber components vanishes. The analytical balanced field was compared with the geopotential field which was obtained using a spherical harmonics spectral model. It was found that the normalized difference lied in the order of machine rounding, indicating the reliability of the analytical results. The stability of the sectoral mode of Rossby-Haurwitz wave and the associated balanced field was discussed, comparing with the flrst antisymmetric mode.

• Journal of the Korea Academia-Industrial cooperation Society
• /
• v.13 no.9
• /
• pp.4277-4283
• /
• 2012

Slip coefficient, whose value is dependent on the condition of contact surface at the friction joint of high tension bolt, is determined by slip load. Because contact area affects slip load, contact area that varies with bolt hole size is also related to the slip coefficient. In this study, we manufactured 32 specimens and performed bending and tension tests in order to examine changes in slip coefficient and load with material type, bolt diameter, and size of bolt hole. Slip load of specimens with oversize bolt hole had strength that was more than 80% higher than the slip load of specimens with standard bolt hole, and it also exceeded the design slip strength. In addition, we observed significant correlation between net-section ratio and slip ratio of specimens with oversize and standard bolt hole. However, some differences between the specimens are thought to have been caused by reduction in initial axial force of high tension bolt, which is an important parameter of slip coefficient. It is self-evident that increased bolt hole size would lead to decrease in design strength as it reduces both slip coefficient and bolt axial force. Nevertheless, we suggest that some flexibility in regulation of bolt hole, as long as it does not threaten the structural stability, may be a positive factor in terms of workability and efficiency.

• Proceedings of the Korean Vacuum Society Conference
• /
• 2013.02a
• /
• pp.681-682
• /
• 2013

전기는 우리 주변의 에너지 형태 중에서 가장 편리하고 광범위하게 사용되고 있다. 이러한 전기는 전자제품, 전기자동차, 에너지 저장 플랜트 등 매우 많은 분야에서 저장되고 사용되고 있다. 특히 에너지 저장 용량의 확대는 휴대폰, 노트북 PC 등 휴대용 IT 기기의 성장에 결정적인 역할을 하였다. 가볍고 작으면서도 고용량의 전기 에너지 저장 장치가 없었다면, 통신이나 인터넷 그리고 오락 등 다양한 기능을 작은 휴대용 기기에 구현할 수 없었을 것이다. 그러나 시간이 흐를수록 기기의 요구 성능이 높아지고 소비자의 니즈가 더욱더 다양해지고 고도화될수록 단일 부품으로 가장 큰 부피를 차지하는 에너지 저장 장치의 용량과 디자인은 점점 중요해지고 있다. 이러한 에너지 저장 장치에서 가장 친숙한 형태는 2차 전지 계열이다. 납 축전지를 비롯하여, 니켈수소, 니켈카드뮴, electrochemical capacitor와 Li ion 계열 등이 대표적이다. 특히 Li ion 배터리는 모바일, 자동차 및 에너지 저장 그리드 등과 같은 다양한 분야에 가장 많이 적용되고있다. Li ion 배터리에 대하여 현재의 핵심적인 연구분야는 전극 재료(cathode, anode)와 electrolyte에 대한 것이다. Anode 전극 재료 중에서 가장 많이 사용되는 재료는 카본을 기반으로 하는 재료로 안정성에 대한 장점이 있지만 에너지 밀도가 낮다는 단점이 있다. 에너지 저장 용량 증가에 대한 필요성이 증가하기 때문에 현재 많이 사용되고 있는 에너지 밀도가 낮은 카본 재료를 대체하기 위해서 이론 용량이 높다고 알려진 실리콘과 같은 메탈이나 주석 산화물과 같은 천이 금속 산화물에 대하여 많은 연구가 진행되고 있다. 특히 현재까지 알려진 많은 재료 중에서 가장 큰 capacity (~4,000 mAh/g)를 가지고 있다고 알려진 실리콘이 카본의 대체 재료로 많은 연구가 진행되고 있다. 그러나, Li 과 반응을 하며 약 300~400%에 달하는 부피팽창이 발생하고, 이러한 부피 팽창 때문에 충 방전이 진행됨에 따라 current collector로부터 박리되는 현상을 보여 빠른 용량 감소를 보여주고 있다. 본 연구에서는 adhesion layer를 current collector와 실리콘 전극 재료 사이에 삽입하여 충 방전 시 부피팽창에 의한 미세구조의 변화와 electrochemical 특성에 대한 영향을 알아보았다. 실험에 사용한 anode 전극은 상용 Cu foil current collector에 RF/DC magnetron 스퍼터링을 통해 다양한 종류(Ti, Ta 등)의 adhesion layer과 200 nm 두께의 Si 박막을 증착하였다. 또한 Bio-logic Potentiostat/ Galvanostat VMP3 와 WanAtech automatic battery cycler 장비를 사용하여 0.2 C-rate로 half-cell 타입의 코인 셀로 조립한 전극에 대한 충 방전 실험을 진행하였다. Adhesion layer의 사용으로 인해 실리콘 박막과 Cu current collector 사이의 박리 현상을 줄여줄 수 있었고, 충 방전 시 Cu 원자의 실리콘 박막으로의 확산을 통한 brittle한 Cu-Si alloy 형성을 막아 줄 수 있어 큰 특성 향상을 확인할 수 있었다. 또한, 리튬과 실리콘의 반응을 통한 형태와 미세구조 변화를 SEM, TEM 등의 다양한 장비를 사용하여 확인하였고, 이를 통해 adhesion layer의 사용이 전극의 특성향상에 큰 영향을 끼쳤다는 것을 확인할 수 있었다.

• Journal of Nuclear Fuel Cycle and Waste Technology(JNFCWT)
• /
• v.4 no.1
• /
• pp.41-50
• /
• 2006

In this paper, sets of engineering analyses were conducted to renew the overall dimensions and configurations of a disposal container proposed as a prototype in the previous study. Such efforts and calculation results can provide new design variables such as the inner basket array type and thickness of the outer shell and the lid & bottom of a spent nuclear fuel disposal container. These efforts include radiation shielding and nuclear criticality analyses to check to see whether the dimensions of the container proposed from the mechanical structural analyses can provide a nuclear safety or not. According to the results of the structural analysis of a PWR disposal container by varying the diameter of the container insert, the Maximum Von Mises stress from the 102 cm-container meets the safety factor of 2.0 for both extreme and normal load conditions. This container also satisfies the nuclear criticality and radiation safety limits. This decrease in the diameter results in a weight loss of a container by $\sim20$ tons.