• 한국경영과학회:학술대회논문집
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• 대한산업공학회/한국경영과학회 1996년도 춘계공동학술대회논문집; 공군사관학교, 청주; 26-27 Apr. 1996
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• pp.100-103
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• 1996

Presented in this study is an algorithmic procedure to obtain polyhedral model from a compound surface. The compound surface in this study denotes a collection of trimmed surfaces without topological relations. The procedure consists of two main modules: CAD data interface, and surface conversion to polyhedral model. The interface module gets geometric information from CAD databases, and makes topological information by scanning the geometric information. We are investigating CATIA system as a data source system. In the surface conversion module, a shell(compound surface with topological information) is approximated to a triangular-faceted polyhedral surface model through node sampling and triangulation steps. The obtained polyhedral model should obey the vertex-to-vertex rule and meet tolerance requirements. Since the polyhedral model has a simple data structure and geometry processing for it is very efficient and robust, the polyhedral model can be used in various applications, such as surface rendering in computer graphics, FEM model for engineering analysis, CAPP for surface machining, data generation for SLA, and NC tool path generation.

• Computers and Concrete
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• 제1권2호
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• pp.151-168
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• 2004

A two-dimensional nonlinear finite element model is developed to simulate time-dependent cracking of reinforced concrete members under service loads. To predict localized cracking, the crack band model is employed to model individual crack opening. In conjunction with the crack band model, a bond-interface element is used to model the slip between concrete and reinforcing steel permitting large slip displacements between the concrete element nodes and the steel truss element nodes at crack openings. The time-dependent effects of concrete creep and shrinkage are incorporated into the smeared crack model as inelastic pre-strains in an iterative solution procedure. Two test examples are shown to verify the finite element model with good agreement between the model and the observed test results.

• 정보과학회 논문지
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• 제42권11호
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• pp.1386-1396
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• 2015

안드로이드(Android) 어플리케이션(앱)의 신뢰성과 사용성 검증을 위해, 앱의 기능 검사와 크래쉬(Crash) 탐지 등을 위한 다양한 GUI 테스팅(Graphical User Interface Testing) 기법이 널리 사용되고 있다. 그 중 모델 기반(Model-based) GUI 테스팅 기법은 GUI 모델을 이용해 테스트 케이스를 생성하기 때문에, 기법의 유효성(Effectiveness)은 기반 모델의 정확도에 의존적이다. 따라서 모델 기반 기법의 유효성 향상을 위해서는 테스트 대상 앱의 행위를 충분히 반영할 수 있는 모델 생성 기법이 필요하며, 이를 위해 본 연구에서는 GUI 상태를 정밀하게 구분하는 계층적 화면 비교 기법을 통해 테스팅의 유효성과 효율성을 향상시키고자 한다. 또한, 기존 연구 기법과의 비교 실험을 통해 제안 기법이 유효한 모델의 효율적 생성을 가능하게 함을 확인함으로써, 모델 기반 안드로이드 GUI 테스팅의 성능 향상 가능성을 제시한다.

• Geomechanics and Engineering
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• 제4권3호
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• pp.173-190
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• 2012

With recent growing interests in the Performance-Based Seismic Design and Assessment Methodology, more realistic modeling of a structural system is deemed essential in analyzing, designing, and evaluating both newly constructed and existing buildings under seismic events. Consequently, a shallow foundation element becomes an essential constituent in the implementation of this seismic design and assessment methodology. In this paper, a contact interface fiber section element is presented for use in modeling soil-shallow foundation systems. The assumption of a rigid footing on a Winkler-based soil rests simply on the Euler-Bernoulli's hypothesis on sectional kinematics. Fiber section discretization is employed to represent the contact interface sectional response. The hyperbolic function provides an adequate means of representing the stress-deformation behavior of each soil fiber. The element is simple but efficient in representing salient features of the soil-shallow foundation system (sliding, settling, and rocking). Two experimental results from centrifuge-scale and full-scale cyclic loading tests on shallow foundations are used to illustrate the model characteristics and verify the accuracy of the model. Based on this comprehensive model validation, it is observed that the model performs quite satisfactorily. It resembles reasonably well the experimental results in terms of moment, shear, settlement, and rotation demands. The hysteretic behavior of moment-rotation responses and the rotation-settlement feature are also captured well by the model.

• 한국정보과학회논문지:소프트웨어및응용
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• 제27권1호
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• pp.24-32
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• 2000

인간의 생각만으로 기계를 작동할 수 있게 하는 인터페이스 시스템에 관한 연구 분야인 BCI (Brain-Computer Interface)에서는 피험자의 두피로부터 EEG(Electroencephalograph)를 측정하고 인식하여 뇌 상태를 알아내고 그 결과를 기계의 조종에 응용하는 방법을 사용한다. 본 연구에서는 각 개인으로부터 고유의 뇌파인 EEG를 얻고 신호처리하여 인식하는 인식모델을 제안하였다. 제안된 모델은 특정 작업을 수행하고 있을 때의 EEG 신호로부터 인식에 중요한 영향을 미치는 특징들을 추출해 내고, 이를 인식에 이용한다. 제안된 모델은 인식할 EEG 패턴들을 두개씩 분류하여 각각을 인식한 후, 그 결과를 종합하여 최종적인 인식결과를 얻도록 하였다. 본 연구의 실험에서는 피험자가 4가지의 작업을 수행하는 동안 얻어지는 4가지 EEG 패턴을 인식하였다. 제안된 모델은 90%이상의 높은 인식율을 보였고, 각 피험자에게 독특하게 존재하는 특징들을 인식 결과로서 제공하였다. 제안된 모델의 높은 인식율과 빠른 처리속도는 실시간 BCI 시스템에 응용될 수 있는 가능성을 보여주고 있다.

• Computers and Concrete
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• 제15권5호
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• pp.735-758
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• 2015

This work deals with unilateral effect of quasi-brittle materials, such as concrete. For this propose, a two-dimensional meso-scale model is presented. The material is considered as a three-phase material consisting of interface zone, matrix and inclusions - each constituent modeled by an appropriate constitutive model. The Representative Volume Element (RVE) consists of inclusions idealized as circular shapes randomly placed into the specimen. The interface zone is modeled by means of cohesive contact finite elements developed here in order to capture the effects of phase debonding and interface crack closure/opening. As an initial approximation, the inclusion is modeled as linear elastic as well as the matrix. Our main goal here is to show a computational homogenization-based approach as an alternative to complex macroscopic constitutive models for the mechanical behavior of the quasi-brittle materials using a finite element procedure within a purely kinematical multi-scale framework. A set of numerical examples, involving the microcracking processes, is provided. It illustrates the performance of the proposed model. In summary, the proposed homogenization-based model is found to be a suitable tool for the identification of macroscopic mechanical behavior of quasi-brittle materials dealing with unilateral effect.

• 정보관리학회지
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• 제19권4호
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• pp.113-135
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• 2002

지식관리 인프라의 구축에는 다양한 정보시스템간의 인터페이스와 통합이 필요하다. 특히 디지털도서관과 지식관리시스템은 조직 내·외부 지식의 유기적인 상호작용을 위해 통합적인 시각에서 구현되어야 한다. 본 연구에서는 지식관리의 주요 요소별로 두 시스템을 비교·분석하여 공통기반과 차이점을 도출하고 각각의 제한요소를 상호 보완할 수 있는 지식관리 통합모형을 제시하고자하였다. 정제된 외부지식을 적시적소에 공급하는 디지털도서관과 이를 기반으로 새로운 지식의 창출을 지원하는 지식관리시스템의 유기적인 연계와 통합은 지식관리의 성과제고에 기여할 수 있을 것이다.

• Coupled systems mechanics
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• 제8권1호
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• pp.71-93
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• 2019

Finite element simulations of solid mechanics problems often involve the use of Non-Confirming Meshes (NCM) to increase accuracy in capturing nonlinear behavior, including damage and plasticity, in part of a solid domain without an undue increase in computational costs. In the presence of material nonlinearity and plasticity, higher-order variables are often needed to capture nonlinear behavior and material history on non-conforming interfaces. The most popular formulations for coupling non-conforming meshes are dual methods that involve the interpolation of a traction field on the interface. These methods are subject to the Ladyzhenskaya-Babuska-Brezzi (LBB) stability condition, and are therefore limited in their implementation with the higher-order elements needed to capture nonlinear material behavior. Alternatively, the enriched discontinuous Galerkin approach (EDGA) (Haikal and Hjelmstad 2010) is a primal method that provides higher order kinematic fields on the interface, and in which interface tractions are computed from local finite element estimates, therefore facilitating its implementation with nonlinear material models. The inclusion of higher-order interface variables, however, presents the issue of preserving material history at integration points when a increase in integration order is needed. In this study, the enriched discontinuous Galerkin approach (EDGA) is extended to the case of small-deformation plasticity. An interface-driven Gauss-Kronrod integration rule is proposed to enable adaptive enrichment on the interface while preserving history-dependent material data at existing integration points. The method is implemented using classical J2 plasticity theory as well as the pressure-dependent Drucker-Prager material model. We show that an efficient treatment of interface variables can improve algorithmic performance and provide a consistent approach for coupling non-conforming meshes in inelasticity.

• 시스템엔지니어링학술지
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• 제9권2호
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• pp.15-22
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• 2013

The aim of this study is to propose the design process suitable for developing the cognitive interface considering system engineering process (SEP) models. Due to the cognitive workload in an operation of HMS, some cognitive interfaces have been developed. It is somehow difficult to use the developed cognitive interface in real working environment since they often showed a conflict to stereotyped interface. So it is necessary to develop the design process suitable for the more operator-specific interface. Various SEP models were reviewed for selecting the suitable design process which might resolve the problem from design-specific interface. The suitable process for designing cognitive interface was proposed considering currently usable SEP models. The findings from the study may be helpful for systematic approach to designing cognitive interface in digitalized environment. The proposed design process would be applied for easily employing the cognitive interface in digitalized working environment such as main control room in nuclear power plant.

• Journal of Mechanical Science and Technology
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• 제14권2호
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• pp.197-206
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• 2000

A boundary integral equation method in the shape design sensitivity analysis is developed for the elasticity problems with axisymmetric non-homogeneous bodies. Functionals involving displacements and tractions at the zonal interface are considered. Sensitivity formula in terms of the interface shape variation is then derived by taking derivative of the boundary integral identity. Adjoint problem is defined such that displacement and traction discontinuity is imposed at the interface. Analytic example for a compound cylinder is taken to show the validity of the derived sensitivity formula. In the numerical implementation, solutions at the interface for the primal and adjoint system are used for the sensitivity. While the BEM is a natural tool for the solution, more generalization should be made since it should handle the jump conditions at the interface. Accuracy of the sensitivity is evaluated numerically by the same compound cylinder problem. The endosseous implant-bone interface problem is considered next as a practical application, in which the stress value is of great importance for successful osseointegration at the interface. As a preliminary step, a simple model with tapered cylinder is considered in this paper. Numerical accuracy is shown to be excellent which promises that the method can be used as an efficient and reliable tool in the optimization procedure for the implant design. Though only the axisymmetric problem is considered here, the method can be applied to general elasticity problems having interface.