• 한국전자파학회논문지
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• 제14권10호
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• pp.1079-1088
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• 2003

본 논문에서는 도선상의 결함 감지 및 추정 방법인 고분해능 시간-주파수 반사측정기법(time-frequency domain reflectometry)을 제안한다. 이 방법은 관측된 신호를 시간과 주파수 영역에서 동시에 분석 가능한 시간-주파수 상호 상관 관계(time-frequency cross correlation) 특성을 채택하였다. 제안된 방법인 TFDR의 정확도는 고주파용 coaxial cable을 가지고 실험을 통하여 기존의 방식들과 비교 검증하였다. 제안된 알고리즘의 다양한 결함들에 대한 감지 및 추정 결과, 기존의 방법에 비해 월등하다는 것을 명백히 나타내었다.

• 한국해양공학회:학술대회논문집
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• 한국해양공학회 2000년도 춘계학술대회 논문집
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• pp.18-22
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• 2000

This paper is transient motions of a very large floating structure subjected to dynamic load induced by wave. A time domain method is applied to the hydroelasticity problems for this purpose. The method is based on source-dipole and FEM scheme and on Newmark $\beta$ method to pursuit time step process taking advantage of the memory effect. The present method is appied to hydroelastic response analysis in regular waves and impact responses due to dropping aircraft.

• Wind and Structures
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• 제28권3호
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• pp.171-180
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• 2019

This paper presents a restart iterative approach for time-domain flutter analysis of long-span bridges using the commercial FE package ANSYS. This approach utilizes the recursive formats of impulse-response-function expressions for bridge's aeroelastic forces. Nonlinear dynamic equilibrium equations are iteratively solved by using the restart technique in ANSYS, which enable the equilibrium state of system to get back to last moment absolutely during iterations. The condition for the onset of flutter instability becomes that, at a certain wind velocity, the amplitude of vibration is invariant with time. A long-span suspension bridge was taken as a numerical example to verify the applicability and accuracy of the proposed method by comparing calculated results with wind tunnel tests. The proposed method enables the bridge designers and engineering practitioners to carry out time-domain flutter analysis of bridges in commercial FE package ANSYS.

• 한국해양공학회지
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• 제20권6호
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• pp.67-74
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• 2006

A high-order spectral/boundary-element method is newly adapted as an efficient numerical tool. This method is one of the most efficient numerical methods by which the nonlinear gravity waves can be simulated and hydrodynamic forces also can be calculated in time-domain. In this method, the velocity potential is expressed as the sum of surface potential and body potential. Then, surface potential is solved by using the high-order spectral method and body potential is solved by using the high-order boundary element method. By the combination of these two methods, the wave-making problems by a submerged sphere oscillating with large amplitude under the free~surface are solved in time-domain. Through the example calculations, nonlinear effects on free-surface profiles and hydrodynamic forces are shown and discussed.

• 동력기계공학회지
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• 제14권6호
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• pp.75-82
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• 2010

In this study, the topics for free-surface wave simulation, nonlinear hydrodynamic force, and the critical resonance frequency of so-called ${\tau}=U{\omega}/g$=1/4 are discussed. A high-order spectral/boundary element method is newly adapted as an efficient numerical tool. This method is one of the most efficient numerical methods by which the nonlinear gravity waves can be simulated and hydrodynamic forces also can be calculated in time domain. In this method, the velocity potential is expressed as the sum of surface potential and body potential. Then, surface potential is solved by using the high-order spectral method and body potential is solved by using the high-order boundary element method. By the combination of these two methods, the wave-making problems by a submerged sphere oscillating with forward speed under the free-surface are solved in time domain.

• 한국소음진동공학회:학술대회논문집
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• 한국소음진동공학회 2005년도 춘계학술대회논문집
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• pp.732-737
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• 2005

This paper performed pseudo static analysis and dynamic analysis for CFRD and evaluated reliability with the results of Shaking Table Test. The Seismic coefficient method, modified seismic coefficient method, Newmark method of Pseudo static analysis and frequency domain response analysis, time domain history analysis of dynamic analysis were used. The analysis results were differ between analysis method, but the trends of acceleration and displacement were good agreement with the results of shaking table test.

• Structural Engineering and Mechanics
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• 제17권3_4호
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• pp.445-466
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• 2004

In this paper, several modal identification techniques for output-only structural systems are extensively investigated. The methods considered are the power spectral method, the frequency domain decomposition method, the Ibrahim time domain method, the eigensystem realization algorithm, and the stochastic subspace identification method. Generally, the power spectral method is most widely used in practical area, however, the other methods may give better estimates particularly for the cases with closed modes and/or with large measurement noise. Example analyses were carried out on typical structural systems under three different loading cases, and the identification performances were examined throught the comparisons between the estimates by various methods.

• 지능정보연구
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• 제15권4호
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• pp.201-212
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• 2009

확산 스펙트럼 방식 워터마킹 기술은 일반적인 공격에 매우 강인한 알고리즘으로 알려져있으나 시간 축 변형 공격에 대해서 만큼은 취약성을 드러내고 있다. 본 연구에서는 확산 스펙트럼 방식 워터마킹 기술의 장점을 살리면서 시간 축 공격에도 강인한 알고리즘을 제안한다. 시간 축 공격은 오디오 신호의 주파수 성분을 변화시키거나 피치성분은 유지하면서 오디오 신호의 길이를 변화시키는 등의 공격을 포함하고 있다. 확산 스펙트럼 방식에 의해서 삽입된 워터마크를 검출하기 위해서는 시간 축 공격의 비율을 정확히 알아야만 한다는 어려움이 있으며, 그 비율을 알기 위해서는 많은 알고리즘의 처리가 필요하고 현실적으로 구현이 불가능한 등의 어려움이 있다. 본 연구에서는 이러한 문제점을 해결하기 위해서 오디오 신호를 시 불변 영역(time-invariant domain)으로 변환하고, 이 영역에서 확산 스펙트럼 방식의 워터마크를 삽입함으로써 확산 스펙트럼 방식의 장점을 유지하고 시간 축 공격에 대해서도 강인한 알고리즘을 제안하였다. 이를 위해서 오디오 신호에 대해 log scale time axis를 사용하고, log scale time axis 신호를 Fourier 변환함으로써 시 불변 영역을 얻을 수 있었다.

• 대한수학회보
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• 제35권2호
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• pp.345-362
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• 1998

We introduce and anlyze a naturally parallelizable frequency-domain method for parabolic problems with a Neumann boundary condition. After taking the Fourier transformation of given equations in the space-time domain into the space-frequency domain, we solve an indefinite, complex elliptic problem for each frequency. Fourier inversion will then recover the solution of the original problem in the space-time domain. Existence and uniqueness of a solution of the transformed problem corresponding to each frequency is established. Fourier invertibility of the solution in the frequency-domain is also examined. Error estimates for a finite element approximation to solutions fo transformed problems and full error estimates for solving the given problem using a discrete Fourier inverse transform are given.

• The Journal of the Acoustical Society of Korea
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• 제28권1E호
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• pp.29-34
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• 2009

MPEG4 High Efficiency Advanced Audio Coding (HE-AAC) and MPEG Surround are one of the most efficient combinations for low bit rate multi-channel audio coding. Based on the fact that these two codecs have identical quadrature mirror filter (QMF) analysis and synthesis structures, we propose a dual-domain connection scheme for the codecs. Specifically two time-domain connection methods are analyzed and compared to the QMF subband-domain connection method. Experimental results show that both the time-domain connection methods cause no subjective sound quality degradation compared to the QMF subband-domain connection method, which verifies that one can select either of them depending on application scenarios.