• Nonlinear Functional Analysis and Applications
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• 제28권1호
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• pp.37-56
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• 2023

In this paper, we introduced the notions of ∗ - g-fusion frame and ∗ - K - g-fusion frame in Hilbert C^*-modules, we gives some properties and study the tensor product of ∗ - g-fusion frame. Non-trivial examples are further provided to support the hypotheses of our results.

• 한국소성가공학회:학술대회논문집
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• 한국소성가공학회 1997년도 춘계학술대회논문집
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• pp.257-260
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• 1997

The high precision of the products manufatured by press forming requires the high stiffness of press machines. In this study, the C-frame type press is analyzed to provide the basic idea on the C-frame press design, especially on the frame design. The finite element method is applied for the analysis and the isotropic propertics of the frame material is also considered. The results are summarized in terms of stresses and displacement distributions. Also, the openback angle of the presses is compared with two different models. The CS-150 and ECS-150 models, which are presses model having 150 ton frame capacity relatively and produced by SSangYong precision Co. LTD, are applied for the analysis.

• Coupled systems mechanics
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• 제4권2호
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• pp.173-189
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• 2015

In reality, masonry infill modifies the seismic response of reinforced concrete (r.c.) frame structures by increasing the overall rigidity of structure which results in: increasing of total seismic load value, decreasing of deformations and period of vibration, therefore masonry infill frame structures have larger capacity of absorbing and dissipating seismic energy. The aim of the paper is to explore and assess actual influence of masonry infill on seismic response of r.c. frame structures, to determine whether it's justified to disregard masonry infill influence and to determine appropriate way to consider infill influence by design. This was done by modeling different structures, bare frame structures as well as masonry infill frame structures, while varying masonry infill to r.c. frame stiffness ratio and seismic intensity. Further resistance envelope for those models were created and compared. Different structures analysis have shown that the seismic action on infilled r.c. frame structure is almost always twice as much as seismic action on the same structure with bare r.c. frames, regardless of the seismic intensity. Comparing different models resistance envelopes has shown that, in case of lower stiffness r.c. frame structure, masonry infill (both lower and higher stiffness) increased its lateral load capacity, in average, two times, but in case of higher stiffness r.c. frame structures, influence of masonry infill on lateral load capacity is insignificant. After all, it is to conclude that the optimal structure type depends on its exposure to seismic action and its masonry infill to r.c. frame stiffness ratio.

• Journal of the Korean Society for Industrial and Applied Mathematics
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• 제15권4호
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• pp.319-328
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• 2011

Let $\mathbf{c}=\{c_n\}_{n{\in}\mathbb{Z}}\in{\ell}^1(\mathbb{Z})$ and $\{f_n\}_{n{\in}\mathbb{Z}}$ be a frame (Riesz basis, respectively) of $L^2(\mathbb{R})$. We obtain necessary and sufficient conditions of $\mathbf{c}$ under which $\{\mathbf{c}{\ast}_{\lambda}f_n\}_{n{\in}\mathbb{Z}}$ becomes a frame (Riesz basis, respectively) of $L^2(\mathbb{R})$, where ${\lambda}$ > 0 and $(\mathbf{c}{\ast}_{\lambda}f)(t)\;:=\;{\sum}_{n{\in}\mathbb{Z}}c_nf(t-n{\lambda})$. When $\{\mathbf{c}{\ast}_{\lambda}f_n\}_{n{\in}\mathbb{Z}}$ becomes a frame of $L^2(\mathbb{R})$, we present its frame operator and the canonical dual frame in a simple form. Some interesting examples are included.

• 대한수학회논문집
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• 제36권2호
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• pp.257-266
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• 2021

In this paper, by using the sequence of adjointable operators from C^*-algebra 𝓐 into Hilbert 𝓐-module E, the woven frames of multipliers in Hilbert C^*-modules are introduced. Meanwhile, we study the effect of operators on these frames and, also we construct the new woven frame of multipliers in Hilbert 𝓐-module 𝓐. Finally, compositions of woven frames of multipliers in Hilbert C^*-modules are studied.

• 한국정보통신학회:학술대회논문집
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• 한국정보통신학회 2015년도 추계학술대회
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• pp.503-506
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• 2015

IoT(Internet of Things) 상용화에 따라 무선 통신이 가능한 하드웨어 구조 개발의 필요성이 증가하고 있다. 따라서 본 논문에서는 디바이스 간 연동이 가능한 Smart Frame System이 내장된 SoC(System on a Chip) 플랫폼 하드웨어 구조를 제안한다. 기존 디지털 액자에 무선통신 기능과 실시간 처리가 가능한 하드웨어 구조를 적용하였고, Bluetooth를 이용하여 제어할 수 있는 스마트폰 어플리케이션을 개발하였다. 제안하는 SoC 플랫폼의 하드웨어 구조는 CIS(CMOS Image Sensor) Controller 모듈, Memory Controller 모듈, 확대, 축소, 회전 등의 다양한 영상처리를 위한 ISP(Image Signal Processing) 모듈, 디바이스 간 통신을 위한 Bluetooth Interface, 영상 출력을 위한 VGA Controller 모듈, TFT-LCD Controller 모듈로 구성된다. IoT 서비스를 지원하는 Smart Frame System은 Virtex4 XC4VLX80 FPGA 디바이스가 장착된 HBE-SoC-IPD 테스트 보드를 사용하여 구현 및 검증하였으며, 동작 주파수는 54MHz이다.

• 정보처리학회논문지C
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• 제8C권1호
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• pp.1-11
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• 2001

전통적으로 프로그램이 갖춰야 할 품질조건으로 정확성, 신뢰성, 효율성, 호환성, 이식성 등 여러 가지가 제안되어 왔지만, 최근에는 보안성이란 새로운 항목이 요구되고 있다. 보안성은 설계된 프로그램의 흐름을 사용자가 임의로 변경함으로써 보안 침해수단으로 사용하는 사례가 늘어나면서 그 중요성이 더욱 강조되고 있다. 이러한 보안 침해기법은 기본적으로 스택의 조작에서부터 출발한다. 스택과 관련된 일련의 동작들은 프로세서에 따라 고유하게 이루어지고, C 언어는 그러한 고유한 특성에 따라 스택을 관리한다. 본 논문에서는 스택 조작을 통한 보안침해의 개념을 살펴보고, 팬티엄(Pentium), 알파(Alpha), 스파크(SPARC) 등이 제공하는 스택 메커니즘을 자세히 조명해 본 후, 그 것들이 프로그램의 보안성에 어떻게 영향을 미치는지를 규명함으로써 안전 한 프로그램 작성을 위한 치침에 기여하도록 한다.

• Earthquakes and Structures
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• 제5권2호
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• pp.143-160
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• 2013

This paper presents the results of an experimental program concerning the efficiency of a specific strengthening technique which utilizes a small steel link element connected to the R/C frame through bracing elements. Brittle types of failure, especially at the connections between steel and concrete elements, can be avoided by appropriate design of the local details. Five single storey one bay R/C frames scaled 1:3 were constructed according to older codes with substandard details. The first one was a typical bare reference frame. The other four were identical to the first one, strengthened by steel bracing elements. The behavior of the strengthened frames is described with respect to the reference bare frame. The concrete frames were constructed according to older code provisions by the use of smooth steel bars, low strength concrete, sparsely spaced stirrups and substandard details. The strengthening scheme aimed to the increase of both strength and deformation capacity of the original R/C frame. The inelastic deformations are purposely concentrated to a short steel link element connecting the steel bracing to the R/C frame. The results show that the steel link element can increase considerably the strength and the energy dissipation capacity of the frame.

• 수산해양교육연구
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• 제27권4호
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• pp.973-980
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• 2015

This study was done to investigate the quality characteristics of salmon frame with citric acid pretreatment. Sliced salmon frame samples were cured in soy sauce, sugar, pepper, and sodium nitrate for 12 h and then dried at 3 h and then dried at $60^{\circ}C$ for 3 h. As the autoclaving at $130^{\circ}C$ for 15 min, the pH, moisture content, crude ash, crude fat, crude protein, acid value (AV), peroxide value (POV), volatile basic nitrogen (VBN), trimethylamine (TMA), total plate count and E. coli were measured at $4^{\circ}C$, $25^{\circ}C$ and $35^{\circ}C$ of storage days. The AV, POV, VBN, TMA and total plate count for all samples significantly increased as during storage days (p<0.05). All samples of storage, for autoclaving on salmon frame, there were no growth on E.coli. In the making of autoclaving on salmon frame, technologies for more safety from microbial growth should accompany pretreatment with citric acid.

• 한국정밀공학회지
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• 제29권5호
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• pp.538-544
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• 2012

In this paper, design optimization of C-frame of a precision drilling and autorivet machine has been performed. The machine, Autoriveter has been developed by Korea Aerospace Industry (KAI), For current autoriveter, it is hard to achieve high efficiency because of heavy weight of the machine. In this paper, we suggest new structure of the current C-frame, a part of autoriveter, by optimization. The result of the study can give much profit for mass-production of the machine.