• Proceedings of the Korean Information Science Society Conference
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• 2004.04a
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• pp.412-414
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• 2004

수십 대의 PC들로 구성된 학교 PC 실 또는 교육 목적 PC 실에서는 컴퓨터들이 분산 구조로 되어 있어서 각 컴퓨터별로 셋업. 유지보수, 업그레이드가 각각 따로따로 수행된다. 이러한 분산 구조에 대한 대안으로 씬 클라이언트 컴퓨팅 환경을 고려해 볼 수 있다. 씬 클라이언트 컴퓨팅 환경에서, 클라이언트 쪽 장치는 사용자에게 친숙한 GUI 와 멀티미디어 지원과 함께 주로 IO 기능들을 제공하는 반면에 터미널 서버라 불리는 원격 서버들은 컴퓨팅 파워를 제공한다. 이 환경에서는 많은 클라이언트를 지원하기 위해서 터미널 서버들을 클러스터로 구성할 수 있다. 그러나 이러한 구조에서는 터미널 세션의 유지와 사용자의 다양한 컴퓨팅 사용 패턴 요인으로 부하 분산이 어렵고 결과적으로 터미널 서버 자원의 활용도가 낮아지는 단점을 가진다. 이러한 단점을 보완하기 일해 본 논문에서는 적응적 터미널 클러스터를 제안한다. 이 구조에서는 부하가 적은 그룹에 속한 터미널 서버가 부하가 큰 그룹으로 실시간에 동적으로 재 할당될 수 있다. 제안된 적응적 터미널 클러스터를 일반적인 터미널 클러스터와 그룹 기반 비적응적 터미널 클러스터와 비교하고 실험을 통해 제안된 방법의 유효성을 검증하였다.

• Journal of the Korean Institute of Gas
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• v.5 no.4 s.16
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• pp.85-91
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• 2001

This paper presents safety analysis of LNG leakage in a prestressed concrete outer tank, which is strongly related on the leak checking effects of the PC structure with and without a residual compression zone based on the BS 7777 codes. The full containment type outer tank which is constructed by a prestressed concrete may be destroyed by leaked cryogenic fluids. The FE calculated results show that the total leak checking time of the PC structure with $10\%$ residual compression zone is about 9 days for $-162^{\circ}C$ liquids. But, three primary pumps in an inner tank may operate to send cryogenic fluids for 6 days, which are stored in an inner tank of $140,000m^3$ capacity This means that the prestressed concrete outer tank may be safe for $-162^{\circ}C$ cryogenic fluids leaked from the demolished inner tank.

• The Korean Journal of Rheology
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• v.10 no.4
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• pp.247-255
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• 1998

The morphological changes during melt compounding of ternary blends containing various combinations of acrylonitrile-butadiene-styrene(ABS), methyl methacrylate-butadiene-ethyl acrylate(MBE), styrene-acrylonitrile(SAM) copolymers, and poly(methyl methacrylate)(PMMA) as dispersed components in a fixed matrix of polycarbonate(PC) have been investigated. Depending on the composition of the blend, MBE particles and PMMA phase appear to locate at the PC-SAN interface under the influence of interfacial tensions and motion induced coalescence. The interfacial viscosity is found to be a critical factor that affects the amount of coalescence.

• Journal of the Korean Magnetics Society
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• v.23 no.6
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• pp.184-187
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• 2013

The influence of insertion of an ultra-thin Cu-Phthalocyanine (CuPc) between MgO barrier and ferromagnetic layer in magnetic tunnel juctions (MTJs) was investigated. In order to understand the relation between the electronic and structural properties of Fe${\backslash}$MgO${\backslash}$CuPc, the surface (or interface) analysis was carried out systematically by using spin polarized metastable He de-excited spectroscopy for the CuPc films grown on the Si(001)${\backslash}$5 nm MgO(001)${\backslash}$7 nm Fe(001)${\backslash}$1.6 nm MgO(001) multilayer structure as the thickness of CuPc increases from 0 to 5 nm. In particular, for the 1.6 nm CuPc surface, a rather strong spin asymmetry between up- and down-spin band appears while it becomes weaker or disappears for the CuPc films thinner or thicker than ~1.6 nm. Our results emphasize the importance of the interfacial electronic properties of organic layers in the spin transport of the hybrid MTJs.

• Journal of the Korea institute for structural maintenance and inspection
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• v.23 no.6
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• pp.105-112
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• 2019

This study was conducted to examine experimentally the seismic performance of non-ductile reinforced concrete (RC) frames retrofitted with precast(PC) engineered cementitious composite (ECC) wall panels. The seismic performance was investigated through cyclic load tests on RC frame with different aspect ratio (h_w/l_w = 2 and 3) and installation position (center and both side of RC frame) of the PC ECC wall panels. Test results indicated that the seismic strengthening method using PC ECC wall panels is effective to improve significantly the strength, stiffness and energy dissipation capacity of non-ductile RC frame. Based on test results, it can be recommended to install PC ECC wall panel at the center of RC frame for improving the strength and to install slender wall panels at both side of RC frame for increasing ductility.

• Journal of the Korean Magnetics Society
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• v.22 no.5
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• pp.162-166
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• 2012

V-I characteristics of Fe(100)/MgO(100)/Cu-phthalocyanine (CuPc)/Co hybrid magnetic tunnel junctions were investigated at different temperatures. Fe(100) and Co ferromagnetic layers were separated by an organic-inorganic hybrid barrier consisting of different thickness of CuPc thin film grown on a 2 nm thick epitaxial MgO(100) layer. As the CuPc thickness increases from 0 to 10 nm, a bistable switching behavior due to strong charging effects was observed, while a very large magenetoresistance was shown at 77 K for the junctions without the CuPc barrier. This switching behavior decreases with the increase in temperature, and finally disappears beyond 240 K. In this work, high-potential future applications of the MgO(100)/CuPc bilayer were discussed for hybrid spintronic devices as well as polymer random access memories (PoRAMs).

• Journal of the Korea Institute of Building Construction
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• v.22 no.5
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• pp.519-530
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• 2022

As online commerce increases, the construction of large logistics buildings worldwide is exploding. Most of these buildings have the characteristics of long span and heavy loaded and use precast concrete components, a pin joint structure, for rapid construction. However, due to construction safety and structural stability requirements, the pin joint structure has many limitations in terms of the erection of the PC member, which increases the time and cost. A structural frame connected with steel joints between precast concrete components, called a SMART frame, has been developed, which addresses these constraints and risks. However, the effect of the appllication of a SMART frame on the time aspect has not been analysed. The study is a time reduction effect analysis of a SMART frame for long span and heavy loaded logistics buildings. For this study, the authors select a case site erected using existing PC components, and compare the time reduction with the SMART frame erection simulations. Through this analysis, it was found that a time reduciton about 4 months, approximately 48% of the conventional PC installation period could be achieved. If the SMART frame is applied when carrying out future large-scale logistics building projects, it can be expected to have the effect of significantly shortening the construction period compared to the conventional method.

• Journal of the Korea institute for structural maintenance and inspection
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• v.26 no.6
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• pp.14-22
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• 2022

In this study, a fire test was conducted to evaluate the fire performance of precast concrete (PC) slabs in an outdoor environment in response to the increase in fire incidents caused by the growth of warehouses. Prior to the field fire test, the tensile yield strength of the tendon at elevated temperatures was tested to analyze the mechanical properties. Also, by referring to previous studies, the thermal properties of tendon and the mechanical and thermal properties of concrete were investigated. A field fire test was conducted to analyze the structural and fire performance of two identical slabs with 50 and 150 mm bearing length. As the bearing length increased, deflection and horizontal displacement decreased. The fire test lasted for 200 minutes without the collapse of slabs, validating current codes. Based on the structural performance which maintained even with concrete spalling and rupture of some tendons, the bonded method is assumed to be practical in pre-tensioned PC slabs. The results of fire test are expected to be utilized in evaluating the fire performance of PC slabs in warehouses.

• Computational Structural Engineering
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• v.5 no.3
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• pp.52-55
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• 1992

이 글에서는 Mathematica의 고유한 특징과 많은 기능 중의 일부분만을 예를 들어 설명을 하였다. 그러나 Mathematica의 피할 수 없는 단점은 많은 수학적 기능이 포함되어 있기 때문에 처리속도가 늦다는 점이다. 예를 들면 많은 량의 반복작업이나 차수가 큰 매트릭스의 연산작업은 다소 속도가 늦어 PC기종에서는 곤란을 겪을 때가 많다. 따라서 PC대신 workstation 같은 상위기종의 컴퓨터를 이용한다면 처리속도가 빨라져 진행에 문제점이 없다. 한 예로 workstation에서는 차수가 30개인 고유치 해석도 내장함수인 명령어만으로 단지 몇초만에 할 수 있는 데 비하여 PC에서는 기종에 따라 몇배, 몇백배의 시간이 요구되는 것이다. 그리고 또 하나의 단점으로는 방대한 프로그램을 운용하기 위한 비용(ram)이 많이 든다는 점이다. 한 예로 PC에서는 기본적으로 Mathematica를 작동하기 위해 최소한 4 mega ram이 필요하며 여러 수학적 기능을 충분히 이용하기 위해 많은 량의 ram이 필요하다는 점이다. 그러나 위의 단점은 Mathematica가 지니고 있는 고유한 장점을 생각한다면 매우 미미한 것이라 여겨진다. 수학의 대부분의 기능을 포함하고 있으며 기호처리가 가능하고 프로그래밍 기법이 다양하기 때문에 수학을 이용하여 연구를 하는 사람에게는 훌륭한 도구가 생긴 것이라 할 수 있다.

• Proceedings of the Computational Structural Engineering Institute Conference
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• 1999.04a
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• pp.305-312
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• 1999

This study is intended to propose a systematic and practical life cycle cost(LCC) model for the development of the reliability-based seismic safety and cost-effective performance criteria for design and upgrading of long-span PC bridges. The LCC models consist of five cost functions such as initial cost, repair/replacement cost, human losses, road user cost, and indirect losses of regional economy. The proposed model Is successfully expressed in temrs of Park-Ang damage indices and life cycle damage probability obtained from SMART-DRAIN-2DX which is an existing algorithm for nonlinear time history analysis. The proposed LCC model is successfully applied to a viaduct constructed by PSM, in Seoul. Based on the observations, the proposed systematic procedure for the formulation of LCC model may be useful for the development of the reliability-based seismic safety and cost-effective performance criteria for design and upgrading of long-span PC bridges.