• 제목/요약/키워드: Time-domain Analysis

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주파수공간에서의 주성분분석: 리뷰와 기상자료에의 적용 (Principal component analysis in the frequency domain: a review and their application to climate data)

  • 조유정;오희석;임예지
    • 응용통계연구
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    • 제30권3호
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    • pp.441-451
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    • 2017
  • 본 논문에서는 주파수공간에서의 주성분 분석을 사용하여 기상자료를 분석하고자 한다. 주파수공간에서의 주성분분석은 차원축소를 위해서도 사용되지만, 주요한 패턴을 뽑아내는 데 사용되는 통계적 방법 중 하나이다. 일반적으로 주파수공간에서의 주성분 분석은 두 가지의 방법이 있는데, Hilbert PCA와 frequency domain PCA가 그것이다. 본 논문에서는 기존의 시간공간 주성분 분석과 함께 두 가지 주파수공간 주성분 분석 방법을 비교하였다. 시뮬레이션 자료를 통하여 주파수공간 주성분 분석 방법의 유용성을 보였으며, 열대 태평양 지역의 해수표층 온도값에 주성분 분석 방법들을 적용하여 기상자료 분석에 대한 유용성을 확인하였다.

파중 진행하는 선박의 3차원 시간영역 운동해석 (3_D Time-Domain Analysis on the Motion of a Ship Advancing in Waves)

  • 홍도천;하태범;김대헌;송강현
    • 한국해양공학회:학술대회논문집
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    • 한국해양공학회 2001년도 추계학술대회 논문집
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    • pp.164-168
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    • 2001
  • The motion of a ship advancing in regular waves is analyzed in the time-domain using the convolution integral of the radiation forces. The memory effect functions and infinite frequency added masses are obtained from the solution of the three dimensional improved Green integral equation in the frequency domain by making use of the Fourier transformation. The ship motions in regular waves have been calculated by both the time and frequency domain methods. It has been shown that they agree very well with each other. The present time-domain method can be used to predict the time histories of unsteady motions in irregular waves. It can also be used to calculate the hydrostatic and Froude-Krylov forces over the instantaneous wetted surface of the ship hull to predict large ship motions, in a practical sense, advancing in large amplitude waves.

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지반-구조물 상호작용의 시간영역 해석을 위한 무한경계요소 (Infinite Boundary Elements for Soil-Structure Interaction Analysis in Time Domain)

  • 윤정방;최준성
    • 한국전산구조공학회:학술대회논문집
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    • 한국전산구조공학회 1994년도 봄 학술발표회 논문집
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    • pp.137-144
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    • 1994
  • In this study, a new procedure for solving 2-D dynamic problems of semi-infinite medium in time domain by boundary element method (BEM) is presented. Efficient modelling of the far field region, infinite boundary elements are introduced. The shape function of the infinite boundary element is a combination of decay functions and Laguerre functions. Though the present shape functions have been developed for the time domain analysis, they may be also applicable to the frequency domain analysis. Through the response analysis in a 2-D half space under a uniformly distributed dynamic load, it has been found that an excellent accuracy can be achieved compared with the analytical solution

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골격근의 근전도 신호 분석을 위하 디지탈 신호처리 시스템의 설계 (A Digital Signal Processing System for Analysis of Skeletal Muscle EMG Signal)

  • 전철완
    • 대한의용생체공학회:의공학회지
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    • 제17권2호
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    • pp.155-164
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    • 1996
  • In the clinical environment, measurements of some characteristics of the skeletal muscle are currently used to assess the severity of a neuromuscular disease or in some cases to assist in making a diagnosis. But a quantitative method of evaluation has not yet been introduced satisfactorily. In this paper, the skeletal EMG(biceps muscle, masseter muscle) analysis has been processed both in the time and in the frequency domain by designing the digital signal processing system based on pentium PC and transputer (IMS 7805). The experiment have been performed in five normal subjects, and various parameters have been statistically tested and compare4 As a results, the effective parameters obtained for the evaluation of skeletal EMG electrical activity are turn analysis, MiTi, MiTa, IEMG, PDF in the time domain, and are mean frequency, median frequency, skewness, kurtosis, muscle fatigue slope in the frequency domain. The designed H/W and S/W in this study can be used effectively for the establishment of EMG data base and for clinical research.

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웨이브렛 변환을 이용한 궤도틀림 분석 (Analysis method for the Measured Track Geometry Data using Wavelet Transform)

  • 이인규;김성일;여인호
    • 한국철도학회논문집
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    • 제9권2호
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    • pp.187-192
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    • 2006
  • The regularity of railway track alignment is a crucial component fur maintaining travel safety and the smoothness of passenger ride. The conventional spectral analysis has been considered to estimate the severity of the track irregularity from measured data. The time domain data used to be changed into the frequency domain by Fourier transform. Because the measuring points can be regarded as the time points, the spatial-frequency can be introduced instead of the time-frequency. Although FFT(Fast Fourier Transform) and/or PSD(Power Spectral Density) function could provide fairly localized information within frequency domain, but chronical configurations of data could be missed. In this study, we attempt to apply the Morlet wavelet transform for the purpose of a frequency-time-domain analysis rather than a frequency-domain analysis. The applicability of wavelet transform is examined for the estimation of the track irregularity with real measured track data on the section of Kyoung-bu line by EM-120 measuring vehicle. It is shown that the wavelet transform can be an effective tool to manage the track irregularity.

진동대시험에 근거한 댐의 내진설계시 해석 방법의 비교 (The Comparision of Analysis Methods in dynamic Design of Dam based on Shaking Table tests)

  • 황성춘;오병현
    • 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.

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Safety assessment of caisson transport on a floating dock by frequency- and time-domain calculations

  • Kang, H.Y.;Kim, M.H.
    • Ocean Systems Engineering
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    • 제4권2호
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    • pp.99-115
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    • 2014
  • When caissons are mounted on a floating transportation barge and towed by a tug boat in waves, motion of the floating dock creates inertia and gravity-induced slip forces on the caisson. If its magnitude exceeds the corresponding friction force between the two surfaces, a slip may occur, which can lead to an unwanted accident. In oblique waves, both pitch and roll motions occur simultaneously and their coupling effects for slip and friction forces become more complicated. With the presence of strong winds, the slip force can appreciably be increased to make the situation worse. In this regard, the safety of the transportation process of a caisson mounted on a floating dock for various wind-wave conditions is investigated. The analysis is done by both frequency-domain approach and time-domain approach, and their differences as well as pros and cons are discussed. It is seen that the time-domain approach is more direct and accurate and can include nonlinear contributions as well as viscous effects, which are typically neglected in the linear frequency-domain approach.

하이브리드 방법을 이용한 전력계통 안정도 해석 (Power System Stability Analysis Using a Hybrid Approach)

  • 서규석;박지호
    • 조명전기설비학회논문지
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    • 제24권10호
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    • pp.21-25
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    • 2010
  • This paper explains hybrid method that combines Time domain simulation technique with the direct method of Transient stability analysis. First, it calculate trajectory of real system by Time domain Simulation using OOP(Object Oriented Programming method) and evaluate Transient Energy Function to induce stability index to calculate Transient stability margin. Once the status of system(stable or unstable) has been identified, proper criteria are proposed to stop time-domain simulation to reduce CPU time.

시간영역에서 유한요소법을 이용한 지진시의 지반응답해석 (Site Response Analysis in Time Domain Using Finite Element)

  • 류희룡;이재영;박영택
    • 한국농공학회논문집
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    • 제48권6호
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    • pp.45-56
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    • 2006
  • The finite element method is a practical tool to compute the response of the irregularly layered soil deposit to the base-rock motions. The method is useful not only in estimating the interaction between the structure and the surrounding soil as a whole and the local behavior of the contacting area in detail, but also in predicting the resulting behavior of the superstructure affected by such soil-structure interactions. However, the computation of finite element analysis is marched in the time domain (TD), while the site response analysis has been carried out mostly in the frequency domain (FD) with equivalent linear analysis. This study is intended to compare the results of the TD and FD analysis with focus on the peak response accelerations and the predominant frequencies, and thus to evaluate the applicability and the validity of the finite element analysis in the site response analysis. The comparison shows that one can obtain the results very close to that of FD analysis, from the finite element analysis by including sufficiently large width of foundation in the model and further by applying partial mode superposition. The finite element analysis turned out to be well agreeing with FD analysis in their computed results of the peak acceleration and the acceleration response spectra, especially at the surface layer.

Seafarers Walking on an Unstable Platform: Comparisons of Time and Frequency Domain Analyses for Gait Event Detection

  • Youn, Ik-Hyun;Choi, Jungyeon;Youn, Jong-Hoon
    • Journal of information and communication convergence engineering
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    • 제15권4호
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    • pp.244-249
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    • 2017
  • Wearable sensor-based gait analysis has been widely conducted to analyze various aspects of human ambulation abilities under the free-living condition. However, there have been few research efforts on using wearable sensors to analyze human walking on an unstable surface such as on a ship during a sea voyage. Since the motion of a ship on the unstable sea surface imposes significant differences in walking strategies, investigation is suggested to find better performing wearable sensor-based gait analysis algorithms on this unstable environment. This study aimed to compare two representative gait event algorithms including time domain and frequency domain analyses for detecting heel strike on an unstable platform. As results, although two methods did not miss any heel strike, the frequency domain analysis method perform better when comparing heel strike timing. The finding suggests that the frequency analysis is recommended to efficiently detect gait event in the unstable walking environment.