• 경영정보학연구
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• 제5권2호
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• pp.183-202
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• 2003

본 논문에서는 정보기술아키텍처 구축 프로세스인 TAProcess(Technical Architecture Process)와 모든 조직에서 참조할수 있도록 만든 기술참조모델인 HanTRM(Technical Reference Model)과 HanTRM을 기반한 상호운용성평가시스템을 설계하였다. TAProcess는 효율적인 정보기술의 도입, 관리 및 운영을 위한 표준 절차와 방법론을 제공하며 기술참조모델인 HanTRM은 기술참조모델을 만들려는 모든 조직에서 참조할 수 있도록 기본틀을 제공한다. 본 논문에서는 상호운용성평가시스템을 설계하기 위해 HanTRM을 활용하는 방안과 정보시스템간 상호운용성을 측정하는 절차를 제시하여 조직에 보다 유용하게 적용할 수 있도록 하였다.

• Structural Engineering and Mechanics
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• 제83권1호
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• pp.19-29
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• 2022

The angle steel frame confined concrete columns (ASFCs) are an emerging form of hybrid columns, which comprise an inner angle steel frame and a concrete column. The inner angle steel frame can provide axial bearing capacity and well confining effect for composite columns. This paper presents the experimental and theoretical studies on the seismic behaviour of ASFCs. The experimental study of the 6 test specimens is presented, based on the previous study of the authors. The theoretical study includes two parts. One part establishes the section analysis model, and it uses to analyze section axial force-moment-curvature. Another part establishes the section moment-curvature hysteresis model. The test and analysis results show that the axial compression ratio and the assembling of steel slabs influence the local buckling of the angle steel. The three factors (axial compression ratio, content of angle steel and confining effect) have important effects on the seismic behaviour of ASFCs. And the theoretical model can provide reasonably accurate predictions and apply in section analysis of ASFCs.

• KSII Transactions on Internet and Information Systems (TIIS)
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• 제17권8호
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• pp.2101-2123
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• 2023

Recent studies have shown that the neural network-based binary code similarity detection technology performs well in vulnerability mining, plagiarism detection, and malicious code analysis. However, existing cross-architecture methods still suffer from insufficient feature characterization and low discrimination accuracy. To address these issues, this paper proposes a cross-architecture binary function similarity detection method based on composite feature model (SDCFM). Firstly, the binary function is converted into vector representation according to the proposed composite feature model, which is composed of instruction statistical features, control flow graph structural features, and application program interface calling behavioral features. Then, the composite features are embedded by the proposed hierarchical embedding network based on a graph neural network. In which, the block-level features and the function-level features are processed separately and finally fused into the embedding. In addition, to make the trained model more accurate and stable, our method utilizes the embeddings of predecessor nodes to modify the node embedding in the iterative updating process of the graph neural network. To assess the effectiveness of composite feature model, we contrast SDCFM with the state of art method on benchmark datasets. The experimental results show that SDCFM has good performance both on the area under the curve in the binary function similarity detection task and the vulnerable candidate function ranking in vulnerability search task.

• Earthquakes and Structures
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• 제25권1호
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• pp.57-67
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• 2023

The buckling of longitudinal reinforcements under seismic loading accelerates the degradation of the bearing capacity of reinforced concrete columns. The traditional hysteretic constitutive model of reinforcement, which does not consider buckling, usually overestimates the seismic performance of pier columns. Subsequent researchers have also proposed many models including the buckling effects. However, the accuracy of these hysteretic constitutive models proposed for simulating the buckling behavior is inadequate. In this study, based on their works, the influence of historical events on buckling is considered, the path of the re-tensioning phase is corrected by adjusting the boundary lines, and the positions of the onset buckling point and compressive buckling path during each buckling deformation are corrected by introducing correction parameters and a boundary line. A modified hysteretic constitutive model is obtained, that can more accurately reflect the buckling behavior of reinforcements. Finally, a series of hysteresis tests of reinforcements with different slenderness ratios were then conducted. The experimental results verify the effectiveness of the proposed modified model. Indicating that the modified model can more accurately simulate the equivalent stress-strain relationship of the buckling reinforcement segment.

• 정보처리학회논문지D
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• 제16D권4호
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• pp.631-642
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• 2009

정보화에 대한 꾸준한 정책적 지원과 투자를 통하여 우리나라의 전자정부는 세계 6위 수준으로 평가되는 등 괄목할 성과를 이루었으나, 각 부처별로 정보시스템을 구축 운영함으로써 중복투자 및 정보자원 공동 활용 미흡 등의 문제가 발생되고 있다. 따라서 전자정부 시스템 정보자원에 대한 통합적 관리노력을 추진 중이나, 현재 시스템 아키텍처에 대한 서술 방식이 상이하여 이해관계자간의 의사소통을 저해하는 요인으로 작용하고 있다. 이에 따라 공동활용 가능한 정보자원을 명확히 식별할 수 있는 시스템 아키텍처의 표준적인 서술(standardized architecture description) 방안 수립이 절실히 요구된다. 본 연구에서는 전자정부 시스템 아키텍처의 표준적 서술 기반을 제공하는 기능-네트워크 매트릭스 모형(function-network matrix model)을 제안하였다. 기능-네트워크 매트릭스는 기능계층 구분을 열로, 네트워크 영역 구분을 행으로 나타내어, 기능계층과 네트워크 영역을 통합하여 표현할 수 있는 모형이다. 기능-네트워크 매트릭스를 활용하여 전자정부 민원행정시스템 및 행정업무시스템을 대상으로 적용한 사례를 제시하였다. 이를 통하여 서로 다른 시스템간의 아키텍처의 공통점과 차이점을 명확히 파악하고, 시스템간 정보자원의 공동활용 및 시스템 통합을 위한 정보자원 식별의 가능성을 확인하였다.

• 한국정보시스템학회지:정보시스템연구
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• 제20권1호
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• pp.107-126
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• 2011

Model-based decision support system (DSS) has acted as a crucial role in strengthening the business competitiveness by providing a way of modeling and solving real-world decision problems in a quantitative and scientific manner. It is even more important for trading OTC derivatives, which requires extensive financial-engineering expertise while actively reacting to the continuously changing financial market. This paper proposes a flexible model-based DSS architecture that can support user-friendly interface for executing and analyzing the models and can adapt to the changes of financial market seamlessly. For user-friendliness, we implement the user-interfaces (UIs) using Microsoft Excel, a very widely used spreadsheet program for its great generality and extensibility. Users can utilize the analysis results of DSS or reprocess them for their special needs through the UIs in the form of familiar spreadsheets easily. For adaptiveness to the markets, the proposed architecture is constructed based on the object-oriented concepts, which enables such changes as release of a new financial product can be updated into the system without any delay at the lowest cost. We investigate the practical benefits and limitations of the proposed architecture by a case study on the construction of Model-based Trading Support System (MTSS), performed by a commercial bank in Korea.

• 한국산학기술학회논문지
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• 제10권1호
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• pp.122-127
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• 2009

본 본 논문은 항공 교통 체계에서 가장 중요하게 고려되는 안전한 항공체계에 대한 연구를 중심으로 보안구조를 검토하고 보안모델을 제시하였다. 분석된 내용은 항공서비스 분야 관련 보안기술을 기반으로 국제적인 기술 동향과 함께 국내의 항공체계에 대한 보안모델을 다루고 있다. 항공통신 네트워크의 보안 프레임워크에서는 항공과 지상 데이터링크 보안기술, 항공체계에 따른 보안구조를 분석하였고 U-information HUB 모델의 보안구조를 제시하였다. U-information HUB 보안구조는 항공사, 공항 네트워크, 항공기, 관련 정부기관 등과 연동범위를 포함하고 있다.

• 정보처리학회논문지D
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• 제11D권3호
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• pp.683-690
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• 2004

현대 국방부에서는 국방정보체제간의 상호운용성을 보장하기 위해 아키텍처 산출물을 쉽고 일관성 있게 개발할 수 있는 국방아키텍처프레임워크를 개발하고 있다. 따라서, 개발된 아키텍처 산출물을 저장하여 재사용하고 국방 전반의 아키텍처 정보의 교환, 비교, 통합을 용이하게 하는 핵심아키텍처데이터모델(CADM)의 개발이 필요하다. CADM은 국방아키택처프레임워크에서 도출된 데이터 요구사항을 통해 엔티터를 추출하여 관계를 정의하였으며 실사례를 통해 엔티티를 검증하였다. 설사례로는 군사정보통합처리체계의 아키텍처 산출물을 작성하여 그들의 아키텍처 데이터를 저장소에 저장한 후 다양한 쿼리를 통해 검증하였다. CADM을 통해 전군의 아키텍처에 대한 공통의 데이터 모델을 제공하여 국방정보체계에 대한 통합적인 정보자원관리와 상호운용 및 통합을 향상시킬 수 있다.

• 한국해양공학회지
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• 제34권6호
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• pp.481-488
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• 2020

Composite materialsuch as glass-fiber reinforced plastic and carbon-fiber reinforced plastic (CFRP) shows anisotropic property and have been widely used for structural members and outfitings of ships. The structural safety of composite structures has been generally evaluated via finite element analysis. This paper presents a technique for updating the finite element model of anisotropic beams or plates via natural frequencies. The finite element model updates involved a compensation process of anisotropic material properties, such as the elastic and shear moduli of orthotropic structural members. The technique adopted was based on a discrete genetic algorithm, which is an optimization technique. The cost function was adopted to assess the optimization problem, which consisted of the calculated and referenced low-order natural frequencies for the target structure. The optimization process was implemented with MATLAB, which includes the finite element updates and the corresponding natural frequency calculations with MSC/NASTRAN. Material properties of a virtual cantilevered orthotropic beam were estimated to verify the presented method and the results obtained were compared with the reference values. Furthermore, the technique was applied to a cantilevered CFRP beam to successfully estimate the unknown material properties.

• Geomechanics and Engineering
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• 제18권3호
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• pp.291-298
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• 2019

In order to study the mechanical properties of rock salt, triaxial compression tests under different temperatures and confining pressure are carried out on rock salt specimens, the influence of temperature and confining pressure on the mechanical properties of rock salt was studied. The results show that the temperature has a deteriorative effect on the mechanical properties of rock salt. With the increase of temperature, the peak stress of rock salt decreases visibly; the plastic deformation characteristics become much obvious; the internal friction angle increases; while the cohesion strength decreases. With the increase of confining pressure, the peak stress and peak strain of rock salt will increase under the same temperature. Based on the test data, the Duncan-Chang constitutive model was modified, and the modified Duncan-Chang rock salt constitutive model considering the effect of temperature and confining pressure was established. The stress-strain curve calculated by the modified model was compared with the stress-strain curve obtained from the test. The close match between the test results and the model prediction suggests that the modified Duncan-Chang constitutive model is accurate in describing the behavior of rock slat under different confining pressure and temperature conditions.