• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2006년도 추계학술대회논문집
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• pp.934-937
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• 2006

This investigation presents a topology formulation to design optimal poroelastic acoustic foams to maximize absorbing ability. For successful formulation, a single set of equations based on Biot's theory is adopted and an appropriate material interpolation strategy is newly developed. Because there was no earlier attempt to solve poroelastic acoustic foam design problems in topology optimization setting, many challenging issues including modeling and interpolation must be addressed. First, the simulation accuracy by a proposed unified model encompassing acoustic air and poroelastic material was checked against analytical and numerical results. Then a material interpolation scheme yielding a distinct acoustic air-poroelastic material distribution was developed. Using the proposed model and interpolation scheme, the topology optimization of a two-dimensional poroelastic acoustic foam for maximizing its absorption coefficient was carried out. Numerical results show that the absorption capacity of an optimized foam layout considerably increases in comparison with a nominal foam layout.

• 대한전자공학회논문지SD
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• 제42권12호
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• pp.103-112
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• 2005

본 논문에서는 압전 및 자발 분극 효과를 내포한 단채널 n-AlGaN/GaN HEMT의 전류-전압 특성을 도출하고자 AlGaN 및 GaN층 내에서 분극을 고려한 2차원 Poisson 방정식의 해법을 제안하였다. AlGaN 및 GaN층에서의 2차원적 전위 변화를 채널전류의 연속조건과 컨시스턴트하게 도출하기 위해서 GaN영역에 형성된 양자 우물을 통해 흐르는 전자에 대한 전계-의존 이동도를 고려하였다. 도출된 표현식은 동작 전압 전 영역과 장/단채널 소자에 대하여 일괄적으로 적용될 수 있을 것으로 보이며, 계산 결과로부터 2차원 전위 분포 변화 효과를 고려하기 위한 파라미터 ${\alpha}$의 도입이 타당함을 보이고 있다. 이로써, 본 모델은 기존의 모델에 비해 드레인 전압의 증가에 따른 드레인 포화전류의 증가 및 문턱 전압의 감소 현상 등을 보다 적절히 설명할 수 있음을 보이고 있다.

• 대한전자공학회논문지SD
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• 제41권3호
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• pp.15-30
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• 2004

본 연구는 게이트 매몰형 단채널 GaAs MESFET의 암전류 특성과 광전류 특성을 해석적으로 모델링하였다. 모델링 결과, 광조사에 의한 중성영역내의 광 전도도의 증가 보다 공핍층 내의 광 기전력 발생에 따른 공핍층 폭의 감소효과로 인한 드레인 전류의 증가가 크게 일어남을 보이고 있다. 중성영역의 케리어 밀도 변화는 1차원 케리어 연속 방정식으로부터 도출하였으며, 광 기전력 도출은 게이트-공핍층 경계면의 광전류와 열전자 방출전류가 상쇄되는 조건으로 도출하였다. 드레인전압 인가에 따른 단채널 소자의 채널 방향의 전계효과를 고려한 2차원 Poisson 방정식의 해법을 제안하였다. 모델링 결과를 시뮬레이션한 결과, 적절한 암전류 및 광전류 특성에 대한 통합적 모델이 얻어짐을 확인하였다.

• Coupled systems mechanics
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• 제7권6호
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• pp.649-668
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• 2018

In this paper, we present a numerical model for fluid-structure interaction between structure built of porous media and acoustic fluid, which provides both pore pressure inside porous media and hydrodynamic pressures and hydrodynamic forces exerted on the upstream face of the structure in an unified manner and simplifies fluid-structure interaction problems. The first original feature of the proposed model concerns the structure built of saturated porous medium whose response is obtained with coupled discrete beam lattice model, which is based on Voronoi cell representation with cohesive links as linear elastic Timoshenko beam finite elements. The motion of the pore fluid is governed by Darcy's law, and the coupling between the solid phase and the pore fluid is introduced in the model through Biot's porous media theory. The pore pressure field is discretized with CST (Constant Strain Triangle) finite elements, which coincide with Delaunay triangles. By exploiting Hammer quadrature rule for numerical integration on CST elements, and duality property between Voronoi diagram and Delaunay triangulation, the numerical implementation of the coupling results with an additional pore pressure degree of freedom placed at each node of a Timoshenko beam finite element. The second original point of the model concerns the motion of the outside fluid which is modeled with mixed displacement/pressure based formulation. The chosen finite element representations of the structure response and the outside fluid motion ensures for the structure and fluid finite elements to be connected directly at the common nodes at the fluid-structure interface, because they share both the displacement and the pressure degrees of freedom. Numerical simulations presented in this paper show an excellent agreement between the numerically obtained results and the analytical solutions.

• 한국정보과학회논문지:소프트웨어및응용
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• 제34권8호
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• pp.689-696
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• 2007

소프트웨어의 개발 초기 단계에서 성능을 예측하는 기법은, 비 기능적 요구사항의 검증 및 소프트웨어의 성능을 향상시키기 위해 중요한 이슈가 되었다. 이를 위해 소프트웨어의 아키텍처를 수학적인 분석 모델로 변환시키는 기법들이 등장하게 되었다. 그러나 에이전트 기반 시스템을 개발하는 경우, 기존방법들은 에이전트 플랫폼의 성능을 정확하게 반영하지 못하기 때문에, 정확한 성능 예측 및 분석에 적용 할 수 없다. 본 논문에서는 정규화된 의미 기술언어를 이용하여 에이전트 기반 시스템 아키텍처의 성능을 예측하는 기법을 제안한다. 본 방식은 UML로 기술된 시스템의 아키텍처를 하드웨어 및 소프트웨어 플랫폼의 성능이 반영된 분석 모델로 변환시킨다. 성능 예측의 정확도를 평가하기 위해, 과거에 연구했던 전자상거래 시스템을 확장한 유비쿼터스 상거래 시스템 시나리오를 기반으로 프로토타입을 구현하여 성능을 측정하고 생성된 분석 모델로부터 측정된 성능 결과와 비교하였다. 그 결과 약 80%의 정확도를 보였다.

• 한국지리정보학회지
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• 제4권2호
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• pp.46-60
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• 2001

본 논문은 객체분산 시스템인 Web GIS시스템를 구축하고 UML을 이용하여 가시화, 시스템 구조와 행동을 명세화하였다. GIS의 UML 개념모델의 연구는 Shapefile를 모델개념으로 클래스도와 스테레오타입으로 추상화하였다. 통합된 모델인 UML을 사용하여 아키텍처와 역공 학을 중심으로 모델링하였다. 본 연구는 시스템을 구축하고 기본 형태를 제공하며, 시스템 분석/설계의 문서화를 통하여 S/W시스템의 기본 요소를 객체 또는 클래스로 파악하여 문제 영역과 해결 영역을 모델링함으로써 요구사항 변화시 적응력을 높이고 대규모 시스템에서 유지 보수들을 포함한 관리를 보다 능동적으로 관리할 수 있음을 제시할 수 있었다.

• KSII Transactions on Internet and Information Systems (TIIS)
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• 제9권5호
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• pp.1682-1701
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• 2015

In this paper, we propose an intergraded unified imperfect CSI model and investigate the joined effects of feedback delay and channel estimation errors (CEE) for two-hop relaying systems with transmit beamforming and relay selection. We derived closed-form expressions for important performance measures including the exact analysis and lower bounds of outage probability as well as error performance. The ergodic capacity is also included with closed-form results. Furthermore, diversity and coding gains based on the asymptotic analysis at high SNRs are also presented, which are simple and concise and provide new analytical insights into the corresponding power allocation scheme. The analysis indicates that delay effect results in the coding gain loss and the diversity order loss, while CEE will merely cause the coding gain loss. Numerical results verify the theoretical analysis and illustrate the system is more sensitive to transmit beamforming delay compared with relay selection delay and also verify the superiority of optimum power allocation. We further investigate the outage loss due to the CEE and feedback delays, which indicates that the effect of the CEE is more influential at low-to-medium SNR, and then it will hand over the dominate role to the feedback delay.

• Structural Engineering and Mechanics
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• 제48권3호
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• pp.351-365
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• 2013

In this paper, unified nonlocal shear deformation theory is proposed to study bending, buckling and free vibration of nanobeams. This theory is based on the assumption that the in-plane and transverse displacements consist of bending and shear components in which the bending components do not contribute toward shear forces and, likewise, the shear components do not contribute toward bending moments. In addition, this present model is capable of capturing both small scale effect and transverse shear deformation effects of nanobeams, and does not require shear correction factors. The equations of motion are derived from Hamilton's principle. Analytical solutions for the deflection, buckling load, and natural frequency are presented for a simply supported nanobeam, and the obtained results are compared with those predicted by the nonlocal Timoshenko beam theory and Reddy beam theories.

• Steel and Composite Structures
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• 제32권3호
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• pp.337-346
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• 2019

The present paper tries to contribute fill the gap of application of the component method to tubular connections. For this purpose, one typical joint configuration in which just one component can be considered as active has been studied. These joints were selected as symmetrically loaded welded connections in which the beam width was the same as the column width. This focused the study on the component 'side walls of rectangular hollow sections (RHS) in tension/compression'. It should be one of the main components to be considered in welded unstiffened joints between I beams and RHS columns. Many experimental tests on double-sided I-beam-to-RHS-column joint with a width ratio 1 have been carried out by the authors and a finite element (FE) model was validated with their results. Then, some different analytical approaches for the component stiffness and strength have been assessed. Finally, the stiffness proposals have been compared with some FE simulations on I-beam-to-RHS-column joints. This work finally proposes the most adequate equations that were found for the stiffness and strength characterization of the component 'side walls of RHS in tension/compression' to be applied in a further unified global proposal for the application of the component method to RHS.

• Structural Engineering and Mechanics
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• 제77권1호
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• pp.89-102
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• 2021

Rapid construction of prefabricated bridges requires minimizing the field work of precast members and ensuring structural stability and constructability. In this study, we conducted experimental and analytical investigations of transverse joints of prefabricated T-girder bridge superstructures to verify the flexural performance and serviceability. In addition, we conducted parametric studies to identify the joint parameters. The results showed that both the segmented and continuous specimens satisfied the ultimate flexural strength criterion, and the segmented specimen exhibited unified behavior, with the flexural strength corresponding to that of the continuous specimen. The segmented specimens exhibited elastic behavior under service load conditions, and the maximum crack width satisfied the acceptance criteria. The reliability of the finite element model of the joint was verified, and parametric analysis of the convexity of the joint section and the compressive strength of the filler concrete showed that the minimum deflection and crack width occurred at a specific angle. As the strength of the filler concrete increased, the deflection and crack width decreased. However, we confirmed that the reduction in the crack width was hardly observed above a specific strength. Therefore, a design suitable for prefabricated bridges and accelerated construction can be achieved by improving the joint specifications based on the required criteria.