• 제목/요약/키워드: amplitude method

검색결과 2,229건 처리시간 0.028초

PSD의 신호 처리를 위한 AM 변조 및 복조 회로 (Signal Processing Algorithm for a PSD Sensor using Amplitude Modulation/Demodulation)

  • 라종필;신명관;박기환
    • 대한전기학회:학술대회논문집
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    • 대한전기학회 2003년도 학술회의 논문집 정보 및 제어부문 A
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    • pp.71-74
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    • 2003
  • The signal processing algorithm for a PSD(Position Sensitive Detector) using amplitude modulation/demodulation is addressed in this paper. Dark currents and external noises such as daylight and fluorescent lights are eliminated by using amplitude modulation/demodulation and a low pass filter. The proposed amplitude modulation/demodulation method for a PSD sensor is compared with pulse amplitude modulation method. The proposed amplitude modulation is proved to be more accurate and robust than PAM method by analysis and experiments. Multiple measurements using one PSD sensor by amplitude modulation/demodulation is also addressed. The Power variation of light source is compensated by normalization process using a divider.

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국내 고층건물의 RD법에 의한 감쇠율의 진폭의존성 (Amplitude dependent damping ratio of domestic tall building by RD method)

  • 윤성원
    • 한국공간정보시스템학회:학술대회논문집
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    • 한국공간정보시스템학회 2004년도 춘계 학술발표회 논문집 제1권1호(통권1호)
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    • pp.89-95
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    • 2004
  • The measured damping ratio was analysed to obtain amplitude dependence. Wind-induced vibration of 20 story steel-framed building was measured to investigate amplitude dependence by RD method. Micro-tremo vibrations of 20 RC bearing wall typed buildings were performed to analysis the amplitude dependence by formula proposed by Tamua and ESDU. Amplitude dependent damping in 17 story steel-framed building was showed clearly in the increasing rate of 9%. But Amplitude dependent damping of 17 RC bearing wall typed buildings was very low in the increasing rate of 2.5%. The tendency of dynamic properties of building obtained here are useful for the validation of dynamic properties of buildings in the evaluation of serviceability.

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ML-based prediction method for estimating vortex-induced vibration amplitude of steel tubes in tubular transmission towers

  • Jiahong Li;Tao Wang;Zhengliang Li
    • Structural Engineering and Mechanics
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    • 제90권1호
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    • pp.27-40
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    • 2024
  • The prediction of VIV amplitude is essential for the design and fatigue life estimation of steel tubes in tubular transmission towers. Limited to costly and time-consuming traditional experimental and computational fluid dynamics (CFD) methods, a machine learning (ML)-based method is proposed to efficiently predict the VIV amplitude of steel tubes in transmission towers. Firstly, by introducing the first-order mode shape to the two-dimensional CFD method, a simplified response analysis method (SRAM) is presented to calculate the VIV amplitude of steel tubes in transmission towers, which enables to build a dataset for training ML models. Then, by taking mass ratio M*, damping ratio ξ, and reduced velocity U* as the input variables, a Kriging-based prediction method (KPM) is further proposed to estimate the VIV amplitude of steel tubes in transmission towers by combining the SRAM with the Kriging-based ML model. Finally, the feasibility and effectiveness of the proposed methods are demonstrated by using three full-scale steel tubes with C-shaped, Cross-shaped, and Flange-plate joints, respectively. The results show that the SRAM can reasonably calculate the VIV amplitude, in which the relative errors of VIV maximum amplitude in three examples are less than 6%. Meanwhile, the KPM can well predict the VIV amplitude of steel tubes in transmission towers within the studied range of M*, ξ and U*. Particularly, the KPM presents an excellent capability in estimating the VIV maximum amplitude by using the reduced damping parameter SG.

Influence of stress level on uniaxial ratcheting effect and ratcheting strain rate in austenitic stainless steel Z2CND18.12N

  • Chen, Xiaohui;Chen, Xu;Chen, Haofeng
    • Steel and Composite Structures
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    • 제27권1호
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    • pp.89-94
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    • 2018
  • Uniaxial ratcheting behavior of Z2CND18.12N austenitic stainless steel used nuclear power plant piping material was studied. The results indicated that ratcheting strain increased with increasing of stress amplitude under the same mean stress and different stress amplitude, ratcheting strain increased with increasing of mean stress under the same stress amplitude and different mean stress. Based on least square method, a suitable method to arrest ratcheting by loading the materials was proposed, namely determined method of zero ratcheting strain rate. Zero ratcheting strain rate occur under specified mean stress and stress amplitudes. Moreover, three dimensional ratcheting boundary surface graph was established with stress amplitude, mean stress and ratcheting strain rate. This represents a graphical surface zone to study the ratcheting strain rates for various mean stress and stress amplitude combinations. The graph showed the ratcheting behavior under various combinations of mean and amplitude stresses. The graph was also expressed with the help of experimental results of certain sets of mean and stress amplitude conditions. Further, experimentation cost and time can be saved.

유발뇌파의 감성지수평가에 관한 연구 (A Study on the Estimation Ergonomics Index for Evoked Potential)

  • 김창석
    • 한국정보통신학회:학술대회논문집
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    • 한국해양정보통신학회 2004년도 춘계종합학술대회
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    • pp.434-438
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    • 2004
  • This paper has proposed presumable method of ergonomics estimate index from evoked potential of visual stimulation for establishment a fixed ergonomics estimate index. The proposed method presumes continuance time and amplitude of ergonomics using prony method. Band characteristic of alpha and beta band, and that of background and evoked potential was analyzed using FFT method. And, that were presumed continuance time and amplitude of ergonomics using porny method. As a result of that proposed method presumed band characteristic, continuance time and amplitude of ergonomics, classification of ergonomics of impatient, rage and fear were practicable.

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진동대를 이용한 모바일 진동 계측 기기의 사운드 트리거 계측과 진폭 트리거 계측 성능 비교 (Comparison Between Performance of a Sound-Triggered Measurement and an Amplitude-Triggered Measurement in Shaking Table Tests)

  • 마푼과나 시부시시웨;이종호;윤성원
    • 한국공간구조학회논문집
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    • 제19권1호
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    • pp.117-126
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    • 2019
  • Micro-Electro-Mechanical Systems (MEMS) sensors have been widely used in Structural Health Monitoring due to their convenience and lower costs in comparison to conventional sensors. Triggered measurements are relevant in events such as earthquakes because unlike continuous measurements, they only record the structural response once an event happens. This is more cost effective and it makes the data more manageable because only the required measurements from the event are recorded. The most common method of triggering is amplitude triggering. However, lower input amplitudes (less than 0.1g) cannot be triggered by using this method. In this paper, sound triggering was introduced to allow triggered measurements for lower input amplitude values. The performance of the sound triggering and amplitude triggering were compared by a series of shaking-table tests. It was seen that sound-triggering method has a wider frequency (0.5~10Hz) and amplitude (0.01~1.0g) range of measurements. In addition, the sound triggering method performs better than the amplitude triggering method at lower amplitudes. The performance of the amplitude triggering, in terms of the triggering being simultaneous improves at higher input amplitudes.

진폭-위상 복합비교 기법과 상관형 위상비교 기법의 방향탐지 정확도 분석 (Analysis of Direction Finding Accuracy for Amplitude-Phase Comparison and Correlative Interferometer Method)

  • 임중수;채규수
    • 디지털융복합연구
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    • 제14권1호
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    • pp.195-201
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    • 2016
  • 본 논문에서는 진폭-위상 복합비교 방향탐지 방식과 상관형 위상비교 방향탐지 방식의 방향탐지 정확도에 대해서 기술하였다. 복합비교 방식은 지향성 빔 특성을 갖는 스파이럴 안테나를 사용하고 상관형 방식은 블레이드 안테나를 사용하여 방위각 $360^{\circ}$를 동시에 탐지할 수 있는 균일원형배열(UCA: uniform circular array) 구조로 안테나를 배치하고 방위각의 방향탐지 정확도를 분석하였다. 3개의 안테나를 배치하는 경우 신호잡음비(SNR)가 20dB이고 파장에 대한 안테나 사이의 거리($D/{\lambda}$)가 0.5인 경우 복합비교 방식은 방향탐지 정확도가 $4.0^{\circ}$, 상관형 위상비교 방식은 방향탐지 정확도가 $1.8^{\circ}$로 나타나서 상관형 위상비교 방식이 정확도가 높은 것을 확인하였다.

Alternating Sunspot Area and Hilbert Transform Analysis

  • Kim, Bang-Yeop;Chang, Heon-Young
    • Journal of Astronomy and Space Sciences
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    • 제28권4호
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    • pp.261-265
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    • 2011
  • We investigate the sunspot area data spanning from solar cycles 1 (March 1755) to 23 (December 2010) in time domain. For this purpose, we employ the Hilbert transform analysis method, which is used in the field of information theory. One of the most important advantages of this method is that it enables the simultaneous study of associations between the amplitude and the phase in various timescales. In this pilot study, we adopt the alternating sunspot area as a function of time, known as Bracewell transformation. We first calculate the instantaneous amplitude and the instantaneous phase. As a result, we confirm a ~22-year periodic behavior in the instantaneous amplitude. We also find that a behavior of the instantaneous amplitude with longer periodicities than the ~22-year periodicity can also be seen, though it is not as straightforward as the obvious ~22-year periodic behavior revealed by the method currently proposed. In addition to these, we note that the phase difference apparently correlates with the instantaneous amplitude. On the other hand, however, we cannot see any obvious association of the instantaneous frequency and the instantaneous amplitude. We conclude by briefly discussing the current status of development of an algorithm for the solar activity forecast based on the method presented, as this work is a part of that larger project.

터널탐사에 단일 파동원을 이용한 탄성파 진폭법에 관한 연구 (Study of seismic amplitude method using single source for tunnel detection)

  • 서백수;손권익
    • 산업기술연구
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    • 제27권A호
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    • pp.3-7
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    • 2007
  • There are many techniques to calculate the exact position of deep seated tunnel. Especially, tomography method has been used generally in present days. This method has been performed mainly by wave traveltime. Because of short interval of two measuring boreholes, it was very hard to interpret the exact tunnel position. To solve this problem, seismic amplitude method was tried to detect exact pososition of tunnel in this study.

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2차원 경계요소법에 의한 초음파 산란음장의 해석과 응용 (Analysis of Ultrasonic Scattering Fields by 2-D Boundary Element Method and Its Application)

  • 정현조
    • 대한기계학회논문집A
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    • 제29권11호
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    • pp.1439-1444
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    • 2005
  • A two-dimensional boundary element method was used for the scattering analysis of side-drilled hole(SDH). The far-field scattering amplitude was calculated for shear vertical(SV) wave, and their frequency and time-domain results were presented. The time-domain scattering amplitude showed the directly reflected wave from the SDH leading edge as well as the creeping wave. In an immersion, pulse-echo testing, two measurement models were introduced to predict the response from SDHs. The 2-D boundary element scattering amplitude was converted to the 3-D amplitude to be used in the measurement model. The receiver voltage was calculated fer SV wave incidence at 45$^{\circ}C$ on the 1 m diameter SDH, and the result was compared with experiment.