• Proceedings of the Korean Information Science Society Conference
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• 2003.04c
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• pp.22-24
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• 2003

레거시 애플리케이션 시스템(이하 LAS: Legacy Application System)은 차세대 비즈니스 시스템들로 통합되어야 하는 가치 있는 자산이다. 이러한 LAS의 이점을 얻기 위해, 레거시 비즈니스 시스템을 역공학적으로 분석할 수 있다. 본 논문은 LAS의 폼으로부터 의미 있는 정보를 파악하여 다음 세대의 시스템에 통합될 수 있도록 객체단위로 분할하여 분석한 다음, 이러한 정보를 이용하여 재사용 및 재공학을 할 수 있도록 하기 위한 역공학적 객체 분석 프로세스(이하 FOAP)를 제안한다. 본 논문에서 제안하는 FOAP는 4단계 즉, 폼 사용사례 분석 단계, 폼 객체 분할 단계, 객체구조 모델링 단계, 객체 모델 통합 단계 등으로 구성되어있다. 폼 사용사례 분석 단계는 폼 구조 그리고 LAS와 사용자간의 상호작용 둥의 정보를 획득하는 단계다. 폼 객체분할 단계는 폼 정보를 의미 있는 필드들로 구분하는 단계다. 객체구조 모델링 단계는 폼 객체들간의 구조적 관계와 협력 관계를 파악하여 모델링하는 단계다. 마지막으로 객체 모델 통합단계는 객체 단위의 단위 모델들을 통합하여 추상화된 정보를 포함한 상위 수준의 통합 모텔을 유도하는 단계다. FOAP에 의해 결과적으로 생성된 객체 통합 모델은 역공학 기술자들의 LAS 이해와 LAS의 정보를 새로운 시스템에 적용하는데 있어 좀 더 용이한 효율성을 제공한다.

• Journal of Energy Engineering
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• v.20 no.3
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• pp.236-241
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• 2011

In this study, considering a degree of proliferation resistance and sustainability, development status of perspective recycling systems for spent nuclear fuels (SNF) is comprehensively reviewed on the basis of the urgent needs of sustainable management measures for high level radioactive wastes such as spent nuclear fuels (SNF).

• Journal of KIISE:Software and Applications
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• v.31 no.11
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• pp.1455-1473
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• 2004

This paper suggests a technique, TELOR(Technique of Object Extraction Based on Legacy System Interface for Improvement of Object Reusability) for reuse and reengineering by analyzing the Legacy System interface to distill the meaningful information from them and disassemble them into object units which are to be integrated into the next generation systems. The TELOR method consists of a 4 steps procedure: 1) the interface use case analysis step, 2) the interface object dividing step, 3) the object structure modeling step, and 4) the object model integration step. In step 1, the interface structure and information about the interaction between the user and the Legacy System are obtained. In step 2, the interface information is divided into semantic fields. In step 3, studies and models the structural and collaborative relationship among interface objects. Finally, in step 4, object model integration step, integrates the models and improves the integrated model at a higher level. The objects integration model created through TELOR provides a more efficient understanding of the Legacy System and how to apply it to next generation systems.

• Computational Structural Engineering
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• v.20 no.3
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• pp.33-43
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• 2007

• Computational Structural Engineering
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• v.24 no.2
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• pp.65-71
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• 2011

• Communications of the Korean Institute of Information Scientists and Engineers
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• v.24 no.3 s.202
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• pp.50-58
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• 2006

• The Magazine of the IEIE
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• v.29 no.4
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• pp.39-47
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• 2002

기존의 아날로그 통신 방법이 디지털 통신 시스템으로 바뀌면서 신호 전송방법에 많은 변화를 일으키고 있다. 특히 이동통신 기기 중에서 통신 품질과 장비의 효율을 결정하는 고출력 전력증폭기는 기존의 전력증폭기에 비하여 더욱더 많은 기술들이 요구되어지고 있다. 본 고에서는 이러한 고출력 증폭기의 고유한 특성들과 이를 보상할 수 있는 선형화기술들에 관하여 고찰하고 이러한 기술의 동향에 관하여 살펴보았다.

• Magazine of the Korea Institute for Structural Maintenance and Inspection
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• v.20 no.3
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• pp.43-47
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• 2016

• Proceeding of KASS Symposium
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• 2008.05a
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• pp.49-52
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• 2008

Structural Wood is developed by purpose to make efficient use of wood resources. The biggest advantage of structural wood is stable as strength is high than wood product that is used by structure in existing. Order manufacture according to design details is available. It Is used to main structure elements to large spatial structure. Structure wood kind utilizes Glulam, prefabricated wood I-joists and laminated veneer lumber(LVL) and so on. Structural Design and construction of Open-air Stage Roof Structure is described in the presented paper. Architectural roof materials is used to PVF/PFLT membrane. Column and diagonal members is used to steel members(SS400), and Cantilever beam is used to Glulam assembled with different Grade laminations(10S-28B).

• Journal of the Korea institute for structural maintenance and inspection
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• v.12 no.6
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• pp.119-128
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• 2008

In this study, new moment-resisting precast concrete beam-column joint is proposed for moderate seismic regions. It has the connection reinforcing bars, penetrated the joint and lap-spliced with the bottom bars of precast U-shaped PC beam. To evaluate the performance for noncontact lapped splice, experimental and analytical works were conducted. Major variables for tests are the length of lap, the diameter of connection reinforcing bars, and the distance between lapped bars. Analytic research was performed nonlinear finite element method. Analytic research focused on crack pattern, load-deflection curve, comparison of internal force, evaluation of ductility strains of reinforcement bar. Results of experimental and analytical works show that the these variables has much influence on flexural strength and ductility, and joint behavior.