• 한국전산유체공학회:학술대회논문집
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• 한국전산유체공학회 2011년 춘계학술대회논문집
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• pp.458-464
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• 2011

A new method identifies coupled fluid-structure system with a reduced set of state variables is presented. Assuming that the structural model is known a priori either from an analysis or a test and using linear transformations between structural and aeroelastic states, it is possible to deduce aerodynamic information from sampled time histories of the aeroelastic system. More specifically given a finite set of structural modes the method extracts generalized aerodynamic force matrix corresponding to these mode shapes. Once the aerodynamic forces are known, an aeroelastic reduced-order model can be constructed in discrete-time, state-space format by coupling the structural model and the aerodynamic system. The resulting reduced-order model is suitable for constant Mach, varying density analysis.

• Structural Engineering and Mechanics
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• 제5권6호
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• pp.817-837
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• 1997

In the present contribution an interface crack model is introduced which is capable of modelling crack initialisation and growth in aluminium as well as in Fibre Metal Laminates. Interface elements are inserted in a finite element mesh with a yield function which bounds all states of stress in the interface. Hardening occurs after a state of stress exceeds the yield stress of the material. The hardening branch is bounded by the ultimate stress of the material. Thereafter, the state of stress is reduced to zero while the inelastic deformations grow. The energy dissipated by the inelastic deformations in this process equals the fracture energy of the material. The model is applied to calculate the onset and growth of cracking in centre cracked plates made of aluminium and GLARE$^{(R)}$. The impact of the model parameters on the performance of the crack model is studied by comparisons of the numerical results with experimental data.

• Coupled systems mechanics
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• 제8권2호
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• pp.169-184
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• 2019

This research work presents a study that aims to assess the dynamic structural behaviour and also investigate the human comfort levels of a reinforced concrete building, when subjected to nondeterministic wind dynamic loadings, considering the effect of masonry infills on the global stiffness of the structural model. In general, the masonry fills most of the empty areas within the structural frames of the buildings. Although these masonry infills present structural stiffness, the common practice of engineers is to adopt them as static loads, disregarding the effect of the masonry infills on the global stiffness of the structural system. This way, in this study a numerical model based on sixteen-storey reinforced concrete building with 48 m high and dimensions of $14.20m{\times}15m$ was analysed. This way, static, modal and dynamic analyses were carried out in order to simulate the structural model based on two different strategies: no masonry infills and masonry infills simulated by shell finite elements. In this investigation, the wind action is considered as a nondeterministic process with unstable properties and also random characteristics. The fluctuating parcel of the wind is decomposed into a finite number of harmonic functions proportional to the structure resonant frequency with phase angles randomly determined. The nondeterministic dynamic analysis clearly demonstrates the relevance of a more realistic numerical modelling of the masonry infills, due to the modifications on the global structural stiffness of the building. The maximum displacements and peak accelerations values were reduced when the effect of the masonry infills (structural stiffness) were considered in the dynamic analysis. Finally, it can be concluded that the human comfort evaluation of the sixteen-storey reinforced concrete building can be altered in a favourable way to design.

• 소성∙가공
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• 제5권4호
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• pp.297-304
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• 1996

A process model is formulated considering the effect of crystallographic texture developed in forming process. The deformation induced plastic anisotropy can be predicted by capturing the evolution of texture during large deformation in the polycrystalline aggregate. The anisotropic stiffness matrix for the aggregate is derived and implemented in Eulerian finite element code using a Consistent Penalty method. As an application the evolution of texture in rolling drawing and extrusion processes are simulated. The numerical results show good agreements with report-ed experimental textures.

• Advances in aircraft and spacecraft science
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• 제3권4호
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• pp.379-397
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• 2016

In this manuscript, free vibrations of a unidirectional composite orthotropic Timoshenko beam based on finite strain have been studied. Using Green-Lagrange strain tensor and comprising all of the nonlinear terms of the tensor and also applying Hamilton's principle, equations of motion and boundary conditions of the beam are obtained. Using separation method in single-harmonic state, time and locative variables are separated from each other and finally, the equations of motion and boundary conditions are gained according to locative variable. To solve the equations, generalized differential quadrature method (GDQM) is applied and then, deflection and cross-section rotation of the beam in linear and nonlinear states are drawn and compared with each other. Also, frequencies of carbon/epoxy and glass/epoxy composite beams for different boundary conditions on the basis of the finite strain are calculated. The calculated frequencies of the nonlinear free vibration of the beam utilizing finite strain assumption for various geometries have been compared to von Karman one.

• Steel and Composite Structures
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• 제6권3호
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• pp.183-202
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• 2006

The behavior of steel-concrete composite beams is strongly influenced by the type of shear connection between the steel beam and the concrete slab. For accurate analytical predictions, the structural model must account for the interlayer slip between these two components. This paper focuses on a procedure for response sensitivity analysis using state-of-the-art finite elements for composite beams with deformable shear connection. Monotonic and cyclic loading cases are considered. Realistic cyclic uniaxial constitutive laws are adopted for the steel and concrete materials as well as for the shear connection. The finite element response sensitivity analysis is performed according to the Direct Differentiation Method (DDM); its analytical derivation and computer implementation are validated through Forward Finite Difference (FFD) analysis. Sensitivity analysis results are used to gain insight into the effect and relative importance of the various material parameters in regards to the nonlinear monotonic and cyclic response of continuous composite beams, which are commonly used in bridge construction.

• Steel and Composite Structures
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• 제46권4호
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• pp.451-469
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• 2023

The use of precast hollow-core slabs (PCHCS) in civil construction has been increasing due to the speed of execution and reduction in the weight of flooring systems. However, in the literature there are no studies that present a finite element model (FEM) to predict the load-slip relationship behavior of pushout tests, considering headed stud shear connector and PCHCS placed at the upper flange of the downstand steel profile. Thus, the present paper aims to develop a FEM, which is based on tests to fill this gap. For this task, geometrical non-linear analyses are carried out in the ABAQUS software. The FEM is calibrated by sensitivity analyses, considering different types of analysis, the friction coefficient at the steel-concrete interface, as well as the constitutive model of the headed stud shear connector. Subsequently, a parametric study is performed to assess the influence of the number of connector lines, type of filling and height of the PCHCS. The results are compared with analytical models that predict the headed stud resistance. In total, 158 finite element models are processed. It was concluded that the dynamic implicit analysis (quasi-static) showed better convergence of the equilibrium trajectory when compared to the static analysis, such as arc-length method. The friction coefficient value of 0.5 was indicated to predict the load-slip relationship behavior of all models investigated. The headed stud shear connector rupture was verified for the constitutive model capable of representing the fracture in the stress-strain relationship. Regarding the number of connector lines, there was an average increase of 108% in the resistance of the structure for models with two lines of connectors compared to the use of only one. The type of filling of the hollow core slab that presented the best results was the partial filling. Finally, the greater the height of the PCHCS, the greater the resistance of the headed stud.

• 응용통계연구
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• 제29권7호
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• pp.1311-1327
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• 2016

본 논문에서는 종말 사건에 대한 정보는 주어져 있지만 중간 사건이 구간 중도절단되었거나 연구 기간 도중에 추적이 끊겨 중간 사건의 발생 유무를 모르는 준 경쟁 위험 자료에 다중상태모형을 적용하여 모수를 추정하는 방법을 제안하였다. 이를 위해 상태 간 전이 강도는 정규 프레일티를 랜덤효과로 가진 Cox 비례위험모형을 따른다고 가정하였다. 다섯 가지 상태를 가진 다중상태모형에서 가능한 여섯 가지 경로별로 조건부 우도를 정의하였고 주변 우도를 구하기 위해 조정 가우스 구적법을 적용하였으며 뉴튼-랩슨 방법으로 최적 해를 구하였다. 모수의 95% 신뢰구간 포함률을 통해 제안한 방법의 소표본 성질을 살펴보기 위해 모의실험을 수행하였으며, Persones $Ag{\acute{e}}es$ Quid(PAQUID) 자료 (Helmer 등, 2001)에 제안한 모형을 적용하고 그 결과를 해석하였다.

• 한국멀티미디어학회논문지
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• 제9권1호
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• pp.23-32
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• 2006

본 논문에서는 언어모델과 음향모델을 개선함으로써 단위 숫자음의 인식성능 최적화에 대해 설명한다. 언어모델은 한국어 단위 숫자음 문장의 문법적 특징을 분석하고, Finile State Network(FSN) 노드를 두 음절로 구성하여 오 인식률을 감소시켰다. 음향모델은 단 음절로 구성되어 발성기간이 짧고 조음이 많이 생기는 불명확한 음소, 음절의 분할로 인한 오 인식을 줄이기 위해 인식단위를 반음절 쌍으로 하였다. 인식단위의 특징을 효과적으로 모델링하기 위해 특징부분에서 K-means 알고리즘으로 군집화 하여, 상태를 분할하는 변형된 연쇄 상태 분할방법을 이용하였다. 실험 결과 제안된 언어모델의 적용 후 동일 문맥종속 음소모델에서 10.5%, 음향모델에서 인식단위를 반음절 쌍으로 하였을 경우 문맥종속 음소모델에 비해 12.5%, 변형된 연쇄 상태분할을 하였을 경우 1.5%의 인식률을 향상시킬 수 있었다.

• 한국전자통신학회논문지
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• 제19권1호
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• pp.31-38
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• 2024

디지털 위상 고정 루프는 디지털 위상 검출기, 디지털 루프 필터, 디지털 제어 발진기, 분배기 등으로 이루어진 일반적인 회로로 전기 및 회로 분야 등 다양한 분야에서 널리 사용된다. 디지털 위상 고정 루프의 성능 향상을 위해 다양한 수학적인 알고리즘 등을 활용한 상태 추정기가 사용된다. 전통적인 상태 추정기로는 무한 임펄스 응답 상태 추정기의 칼만 필터를 활용해왔으며, 무한 임펄스 응답 상태 추정기 기반 디지털 위상 고정 루프는 초기값의 부정확성, 모델 오차, 다양한 외란 등의 예상치 못한 상황에서 급격한 성능 저하가 발생할 수 있다. 본 논문에서는 새로운 디지털 위상 고정 루프를 설계하기 위해 2계층 Frobenius norm 기반 유한 임펄스 상태 추정기를 제안한다. 제안한 상태 추정기는 첫 번째 층의 추정 상태를 이용하여 두 번째 층에서 상태 추정을 하는데, 이때 첫 번째 층의 추정 상태와 누적된 측정값과 결합하여 설계하였다. 새로운 유한 임펄스 응답 상태 추정기 기반 디지털 위상 동기 루프의 강인한 성능을 검증하기 위해 잡음 공분산 정보가 부정확한 상황에서 무한 임펄스 응답 상태 추정기와 비교하여 시뮬레이션을 수행하였다.