• The Journal of the Acoustical Society of Korea
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• v.17 no.2
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• pp.63-70
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• 1998

특정 기지국에 호가 집중하는 경우, 통화차단율 증가로 인한 가입자에 대한 서비스 의 저하를 해결할 수 없다. 따라서 근접 기지국에 할당된 채널의 상당부분을 특정 기지국이 공용하도록 함으로서 채널이용률을 최대화하고 통화차단율을 최소화할 수 있는 중계망 구성 에 대한 연구가 절실히 요구된다. 본 논문에서는 특정 기지국에 발생하는 집중호를 근접 기 지국에 균등 분배케 함으로서 통화차단율을 최소화하고 가입자에 대한 통화서비스를 향상시 킬 수 있는 중계망 운용 알고리듬을 제안하고 컴퓨터 시뮬레이션을 통해 그 개선 정도를 확 인한다.

• Proceedings of the Korean Information Science Society Conference
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• 2000.04a
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• pp.704-706
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• 2000

두 명 또는 그 이상의 통신 참가자가 통신 채널을 개설하여 통신을 종료하기까지를 하나의 세션으로 정의하였을 때, 기존의 세션 키 생성 프로토콜은 하나의 세션에서 하나의 비밀 세션 키만을 생성한다. 방대하고 다양한 정보를 빠른 시간에 전송하는 초고속 네트워크 환경에서는 하나의 통신 세션에서 하나의 세션 키만을 사용하는 기존의 방법만으로는 안전한 데이터의 전송이 보장되지 않는다. 본 논문에서는 하나의 세션에서 별도의 키 분배 프로토콜의 수행 없이 서로 다른 다수의 세션 키를 생성하여 사용할 수 있도록 함으로써, 초고속 네트워크 상에서 보다 안전한 데이터의 전송이 이루어질 수 있도록 한다. 이를 위해 키드 해쉬 함수(keyed hash function)를 이용하여 간단하고 효율적인 멀티 세션 키 생성 프로토콜을 제시한다.

• Proceedings of the Korea Institutes of Information Security and Cryptology Conference
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• 1992.11a
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• pp.81-98
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• 1992

본 논문에서는 TRM을 이용한 사용자의 ID를 기초로 하는 암호시스템을 구현하고 안전성 유지를 위해 반드시 필요한 TRM과 사용자사이의 쌍방인증방식을 설명하였다. 그리고 이의 개선된 방식으로서 키 생성키인 마스터키를 다중화 하여 TRM내에 국소 분배함으로써 TRM내의마스터 키를 시스템 상에서 보호하는 방안과 TRM Identity(TID)를 이용한 디지탈 서명방식을 제안하였다. 제안된 방식은 암/복호화의 속도가 빠른 관용 암호알고리듬을 사용하면서도 디지탈 서명을 비롯한 공개키 암호알고리듬이 가지고 있는 장점들을 모두 구현하고 있다.

• Review of KIISC
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• v.2 no.2
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• pp.19-23
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• 1992

본 논문은 VIST 위성통신의 기본 보호망 구성과 Inboune/Outbound 링크 보호시스템의 구조, 기능 및 키분배에 대해 논하였다. 그 구성 및 보호관리는 OSI 모델에 준하며, SDNS 의 서비스도 수용될 수 있다. 링크 보호서비스는Inbound/Outbound 링크보호모뉼에 의해 수행되나, 보호관리는 HUB host의 응용계층에 있는 보호관리응용에 의해 전적으로 이루어진다.

• 유체기계공업학회:학술대회논문집
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• 2002.12a
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• pp.425-432
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• 2002

Both numerical and experimental studies on sedimentation efficiency of a sedimentation bed were carried out. Three different structures of sedimentation bed and five different combinations of blockage ratio of center feed wall and angle of distributor are implemented to find the optimal values of geometric parameters. The effect of rotation of the distributor on sedimentation efficiency is also investigated. It reveals that the effect of blockage ratio and angle of distributor on sedimentation efficiency is considerable, while rotation effect can be neglected, and that calculated efficiencies show good agreements with those of experiment, qualitatively.

• The KSFM Journal of Fluid Machinery
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• v.6 no.2 s.19
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• pp.54-61
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• 2003

Both numerical and experimental studies on the sedimentation efficiency of a sedimentation bed were carried out. Three different structures of sedimentation bed and five different combinations of blockage ratio of center feed wall and angle of distributor are implemented to find the optimal values of geometric parameters. The effect of rotation of the distributor on sedimentation efficiency is also investigated. It reveals that the effects of blockage ratio and angle of distributor on sedimentation efficiency are considerable, while rotation effect can be neglected, and that calculated efficiencies show good agreements with those of experiment, qualitatively.

• Proceedings of the KSME Conference
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• 2002.08a
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• pp.95-98
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• 2002

Three-dimensional flow analyses for two different ratios of radius to height of sedimentation bed are implemented to evaluate the effect of blockage ratio of center feed wall and angle of distributor on sedimentation efficiency, and to find the optimal value of those parameters. Sedimentation efficiencies for three different shapes are compared with and without rotation speed. And then, five different combinations of blockage ratio of center feed wall and angle of distributor are compared It reveals that the effect of blockage ratio of center fled wall and angle of distributor is considerable to sedimentation efficiency while rotation effect can be neglected and $0.55 and 33^{\circ}$for blockage ratio of center food wall and angle of distributor, respectively, ive the best sedimentation efficiency.

• The KSFM Journal of Fluid Machinery
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• v.7 no.6 s.27
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• pp.55-61
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• 2004

A numerical procedure for optimizing the shape of three-dimensional sedimentation tank is presented to maximize its sedimentation efficiency. The response surface based optimization is used as an optimization technique with Reynolds-averaged Navier-Stokes analysis for multi-phase flow. Standard $k-{\epsilon}$ model is used as a turbulence closure. Three design variables such as, tank height to center feed wall diameter ratio, blockage ratio of center feed wall and angle of distributor are chosen as design variables. Sedimentation efficiency is defined as an objective function. Full-factorial method is used to determine the training points as a means of design of experiment. Sensitivity of each design variable on the objective function has been evaluated. And, optimal values of the design variables have been obtained.

• Journal of Korean Society of Steel Construction
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• v.12 no.1 s.44
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• pp.1-8
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• 2000

In this study, the effect of semi-rigid connections on the structural behavior of 20-story braced steel structure has been investigated utilizing the second-order elastic structural analysis program in which nonlinear behavior of beam-column connections and geometric nonlinearity have been considered. Global effects such as P-delta effect and sway at the top have been studied, as well as distribution of member force and combined stress in structural members as local effects. When the structure subjected to horizontal load and vertical load is equipped with lateral-load resisting system such as braces, replacement of shear connection with semi-rigid connection has not caused any problem in P-delta effect and top lateral displacement. Distribution of member forces resulted in reduction in member size for economic structural design.

• Journal of Korean Society of Steel Construction
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• v.15 no.5 s.66
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• pp.489-497
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• 2003

Bridge has to be long-spanned and of simple structure, considering the social environment. As a result of this trend in bridge construction, it is important for the sake of economical efficiency to improve the structural system and increase the life cycle of a bridge. To attain these goals in constructing a steel bridge, the detail analyses based on real structure must be performed. In the steel structure bridge, the parts that are a main focus of interest are the diaphragm and the vertical bracing of the steel box girder support. This study observed the behavior of the diaphragms on the bearings of a closed section steel box girder bridge support, as dead load was increased. Stress variation of the support diaphragms in a steel box girder was considered, and both experimental test and structural analyses were performed to verify the behavior of a composite steel box girder bridge under repair or maintenance.