• Bulletin of the Korean Chemical Society
• /
• 제19권5호
• /
• pp.530-533
• /
• 1998

Chemical vapor deposition of $TiCl_4$ followed by the hydrolysis thereof at elevated temperatures was employed for the formation of $TiO_2$ clusters inside ZSM-5 matrix. BET and XRD revealed that the zeolite structure remains intact. XPS, Raman, FTIR, and UV-VIS reflectance spectroscopy indicated that $TiO_2$ particles thus formed are extremely small and localized inside the zeolite matrix.

• Journal of Magnetics
• /
• 제5권1호
• /
• pp.9-12
• /
• 2000

Electron spin resonance and magnetization measurements were carried out on $La_0.7Ca_0.3MnO_3$ in the ferromagnetic as well as paramagnetic phases. Evidence of an inhomogeneous magnetic structure, consisting of ferro-magnetic microregions embedded in an antiferromagnetic matrix near $T_c$, as well as similar local magnetic structures above and below $T_c$, were found.

• 한국방송∙미디어공학회:학술대회논문집
• /
• 한국방송∙미디어공학회 2021년도 추계학술대회
• /
• pp.168-171
• /
• 2021

최근 시맨틱 웹은 Linked Open Data (LOD)의 사용으로 웹 분야에서 주목을 받고 있다. 이에 LOD 등을 중심으로 검색 고도화 연구가 활발히 수행되고 있다. 그러나 LOD 클라우드를 이용한 효율적인 검색 방법이나 활용 방안을 위한 깊이 있는 연구는 상대적으로 매우 부족한 상황이다. 따라서 본 논문에서는 LOD 클라우드를 효율적으로 구성하기 위한 인덱스 구조를 제안하고자 HYBRID R*-tree 인덱스 구조와 단일 인덱스 구조의 성능을 비교하여 평가한다.

• 한국지진공학회논문집
• /
• 제22권6호
• /
• pp.333-343
• /
• 2018

In this paper, we study the existing results of the structure-soil-structure interaction (SSSI) effect on seismic responses of structures and summarize important parameters. The parameters considered in this study are a combination of buildings in the power block of a nuclear power plant, the characteristics of earthquake ground motions and its direction, and the characteristics embedded under the ground. Based on these parameters, the seismic analysis model of the structures in the power block of the nuclear power plant is developed and the structure-soil-structure interaction analyses are performed to analyze the influence of the parameters on the seismic response. For all analyses, the soil-structure interaction (SSI) analysis program CNU-KIESSI, which was developed to enable large-sized seismic analysis, is used. In addition, the SSI analyses is performed on individual structures and the results are compared with the SSSI analysis results. Finally, the influence of the parameters on the seismic response of the structure due to the SSSI effect is reviewed through comparison of the analysis results.

• Structural Engineering and Mechanics
• /
• 제13권6호
• /
• pp.615-638
• /
• 2002

This paper presents a method of seismic analysis for a cylindrical liquid storage structure considering the effects of the interior fluid and exterior soil medium in the frequency domain. The horizontal and rocking motions of the structure are included in this study. The fluid motion is expressed in terms of analytical velocity potential functions, which can be obtained by solving the boundary value problem including the deformed configuration of the structure as well as the sloshing behavior of the fluid. The effect of the fluid is included in the equation of motion as the impulsive added mass and the frequency-dependent convective added mass along the nodes on the wetted boundary of the structure. The structure and the near-field soil medium are represented using the axisymmetric finite elements, while the far-field soil is modeled using dynamic infinite elements. The present method can be applied to the structure embedded in ground as well as on ground, since it models both the soil medium and the structure directly. For the purpose of verification, earthquake response analyses are performed on several cases of liquid tanks on a rigid ground and on a homogeneous elastic half-space. Comparison of the present results with those by other methods shows good agreement. Finally, an application example of a reinforced concrete tank on a horizontally layered soil with a rigid bedrock is presented to demonstrate the importance of the soil-structure interaction effects in the seismic analysis for large liquid storage tanks.

• 대한기계학회:학술대회논문집
• /
• 대한기계학회 2007년도 춘계학술대회A
• /
• pp.136-141
• /
• 2007

This paper introduces an artificial neuron which is a nano composite continuous sensor. The continuous nano sensor is fabricated as a thin and narrow polymer film sensor that is made of carbon nanotubes composites with a PMMA or a silicone matrix. The sensor can be embedded onto a structure like a neuron in a human body and it can detect deteriorations of the structure. The electrochemical impedance and dynamic strain response of the neuron change due to deterioration of the structure where the sensor is located. A network of the long nano sensor can form a structural neural system to provide large area coverage and an assurance of the operational health of a structure without the need for actuators and complex wave propagation analyses that are used with other methods. The artificial neuron is expected to effectively detect damage in large complex structures including composite helicopter blades and composite aircraft and vehicles.

• 정보관리학회지
• /
• 제21권2호
• /
• pp.127-152
• /
• 2004

웹사이트는 기존의 정보의 저장소로서의 역할에서 벗어나 이용자와의 커뮤니케이션과 상호작용을 위한 동적인 정보접근 수단으로 변화하고 있다. 이러한 기능이 효과적으로 수행되기 위해서는, 웹사이트에 수록되는 정보는 체계적이며 이용자가 쉽게 이해할 수 있는 방식으로 조직되어야 한다. 이러한 측면은 대학 웹사이트에서는 더욱 중요한 의미를 갖게 된다. 하지만, 현재의 대학 웹사이트에서 채용하고 있는 정보구조에는 이용자의 정보요구가 반영되지 않고 있으며, 일률적인 체계로 정보를 조직함으로써 웹사이트 전체의 효용성을 저하시키고 있다. 이러한 문제를 해결하기 위해서, 본 연구는 이용자의 정보요구를 최대한 반영하고 웹사이트 전체의 정보접근성을 확보할 수 있는 대학 웹사이트의 정보구조를 제안하는데 그 목적을 두고 있다.

• Coupled systems mechanics
• /
• 제5권1호
• /
• pp.41-58
• /
• 2016

The study deals with physical modeling of a typical building frame resting on pile raft foundation and embedded in cohesive soil mass using finite element based software ETABS. Both- the elements of superstructure and substructure (i.e., foundation) including soil is assumed to remain in elastic state at all the time. The raft is modelled as a thin plate and the pile and soils are treated as interactive springs. Both- the resistance of the piles as well as that of raft base - are incorporated into the model. Interactions between raft-soil-pile are computed. The proposed method makes it possible to solve the problems of uniformly and large non-uniformly arranged piled rafts in a time saving way using finite element based software ETABS. The effect of the various parameters of the pile raft foundation such as thickness of raft and pile diameter is evaluated on the response of superstructure. The response included the displacement at the top of the frame and bending moment in columns. The soil-structure interaction effect is found to increase displacement and increase the absolute maximum positive and negative moments. The effect of the soil- structure interaction is observed to be significant for the type of foundation and soil considered in the present study.

• 한국위성정보통신학회논문지
• /
• 제11권4호
• /
• pp.21-26
• /
• 2016

PPS 소자가 삽입된 N형 실리콘 제어 정류기(NSCR_PPS) 소자에서 채널차단영역의 이온주입 변화가 정전기 보호 성능에 미치는 영향을 연구하였다. 종래의 NSCR 표준소자는 on 저항, 스냅백 홀딩 전압 및 열적 브레이크다운 전압이 너무 낮아 마이크로칩의 정전기보호소자로 적용이 어려웠다. 그러나 본 연구에서 제안하는 채널 차단 영역의 이온주입 조건을 변화시켜 각각 변형설계된 소자에서는 채널 차단 이온주입이 정전기 보호성능의 향상에 영향을 주는 중요한 파라미터였으며, CPS_PDr+HNF 구조의 변형소자는 정전기보호소자의 설계창을 만족시키는 향상된 정전기보호성능을 나타내어 고전압 동작용 마이크로 칩의 정전기보호 소자로 적용 가능함을 확인하였다.

• Smart Structures and Systems
• /
• 제14권4호
• /
• pp.659-678
• /
• 2014

The study is aimed at investigating the feasibility of a high TRL solution for a wing flap segment characterized by morphable camber airfoil and properly tailored to be implemented on a real-scale regional transportation aircraft. On the base of specific aerodynamic requirements in terms of target airfoil shapes and related external loads, the structural layout of the device was preliminarily defined. Advanced FE analyses were then carried out in order to properly size the load-carrying structure and the embedded actuation system. A full scale limited span prototype was finally manufactured and tested to: ${\bullet}$ demonstrate the morphing capability of the conceived structural layout; ${\bullet}$ demonstrate the capability of the morphing structure to withstand static loads representative of the limit aerodynamic pressures expected in service; ${\bullet}$ characterize the dynamic behavior of the morphing structure through the identification of the most significant normal modes. Obtained results showed high correlation levels with respect to numerical expectations thus proving the compliance of the device with the design requirements as well as the goodness of modeling approaches implemented during the design phase.