• 제목/요약/키워드: Vibration Identification

검색결과 842건 처리시간 0.027초

질량감도 해석에 의한 2차원 연속계의 진동특성에 관한 연구 (A Study on The Identification of Characteristics For The 2 Dimensional Continuous Vibration System By Mass Sensitivity Analysis)

  • 이정윤;박호;오재응
    • 대한기계학회논문집
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    • 제14권2호
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    • pp.339-348
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    • 1990
  • Techniques which are able to predict and control dynamic characteristics, not affecting the vibrational characteristics on the modification of structural design, are being studied. As one of these techniques, experimental modal analysis is widely applied by many researchers. In this study, modal analysis is performed using transfer matrix method by a macro computer. The developed program would estimate the structural modal parameters precisely, and the validity of this program is certified by comparing with the experimental results of .GAMMA A. structure. Estimated modal parameters(natural frequency, vibrational mode, equivalent mass, etc.) are in accord with the experimental results. Also, the optimal location of the additive mass is determined by the evaluation of the vibrational mode and the equivalent mass. The relation between the additive mass and the equivalent mass is specified, and we come to know that the ratio of equivalent mass to additive mass alter linearly within the range of 20%.

소형 위성 카메라의 영상안정화를 위한 초점면부 보정장치의 제어 (Control of Focal Plane Compensation Device for Image Stabilization of Small Satellite Camera)

  • 강명수;황재혁;배재성
    • 항공우주시스템공학회지
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    • 제10권1호
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    • pp.86-94
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    • 2016
  • In this paper, position control of focal plane compensation device using piezoelectric actuator is conducted. The forcal plane compensation device installed on earth observation satellite camera compensates micro-vibration from reaction wheels. In this study, four experimental models of the open-loop compensation device are derived using MATLAB system identification toolbox in the input range of 0~50Hz. Subsequently, the PID controller for each model is designed and the performance test of each controller is conducted through MATLAB/Simulink. According to frequency response analysis of the closed-loop compensation device system, the PID controller designed for 38~50Hz input range has enough tracking performance for the whole 0~50Hz input range. The maximum output error is about $1{\mu}m$ for the input range. The simulation results has been verified by the experimental method.

Application of meta-model based parameter identification of a seismically retrofitted reinforced concrete building

  • Yu, Eunjong
    • Computers and Concrete
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    • 제21권4호
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    • pp.441-449
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    • 2018
  • FE models for complex or large-scaled structures that need detailed modeling of structural components are usually constructed using commercial analysis softwares. Updating of such FE model by conventional sensitivity-based methods is difficult since repeated computation for perturbed parameters and manual calculations are needed to obtain sensitivity matrix in each iteration. In this study, an FE model updating procedure avoiding such difficulties by using response surface (RS) method and a Pareto-based multiobjective optimization (MOO) was formulated and applied to FE models constructed with a commercial analysis package. The test building is a low-rise reinforced concrete building that has been seismically retrofitted. Dynamic properties of the building were extracted from vibration tests performed before and after the seismic retrofits, respectively. The elastic modulus of concrete and masonry, and spring constants for the expansion joint were updated. Two RS functions representing the errors in the natural frequencies and mode shape, respectively, were obtained and used as the objective functions for MOO. Among the Pareto solutions, the best compromise solution was determined using the TOPSIS (Technique for Order of Preference by Similarity to Ideal Solution) procedure. A similar task was performed for retrofitted building by taking the updating parameters as the stiffness of modified or added members. Obtained parameters of the existing building were reasonably comparable with the current code provisions. However, the stiffness of added concrete shear walls and steel section jacketed members were considerably lower than expectation. Such low values are seemingly because the bond between new and existing concrete was not as good as the monolithically casted members, even though they were connected by the anchoring bars.

엔드밀 가공시 채터 모델링과 진단에 관한 연구 (A Study on the Modeling and Diagnostics on Chatter in Endmilling Operation)

  • 김영국;윤문철;하만경;심성보
    • 한국정밀공학회지
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    • 제18권10호
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    • pp.101-108
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    • 2001
  • In this study, the static and dynamic characteristics of endmilling process were modelled and the analytic realization of chatter mechanism was discussed. In this reward, We have discussed on the comparative assessment of recursive time series modeling algorithms that cal represent time machining process and detect the abnormal machining behaviors in precision endmilling operation. In this study, simulation and experimental works were performed to show the malfunctional behaviors. For this purpose, new recursive algorithm(RLSM) was adopted for the oil-line system identification and monitoring of a machining process, we can apply these new algorithms in real process for detection of abnormal chatter. Also, The stability lobe of chatter was analysed by varying parameter of cutting dynamics in regenerative chatter mechanics.

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승용차용 교류발전기의 소음 특성 규명 (Identification of noise characteristics of an automobile alternator)

  • 정진태;서상준;은희준
    • 대한기계학회논문집
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    • 제13권1호
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    • pp.40-47
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    • 1989
  • 본 연구에서는 적극적인 소음 방지 대책으로 승용차용 교류발전기의 소음을 저감시키기 위한 첫단계로 각 부품 별 주요 소음 발생 기여도를 회전속도에 따른 주파수 분석을 통해 측정하였다. 교류발전기의 소음은 크게 자기 소음, 기계소음, 통풍 소음으로 구분할 수 있다. 이들 소음은 전자기 부품의 설계와 교류발전기의 구조 설계, 각 부품의 가공 정밀도, 그리고 전체 구조물의 결합 상태와 밀접한 관련을 갖고 있다.

불규칙 신호의 웨이블렛 기법을 이용한 결함 진단 (Fault Diagnosis Using Wavelet Transform Method for Random Signals)

  • 김우택;심현진;아미누딘빈아부;이해진;이정윤;오재응
    • 한국정밀공학회지
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    • 제22권10호
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    • pp.80-89
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    • 2005
  • In this paper, time-frequency analysis using wavelet packet transform and advanced-MDSA (Multiple Dimensional Spectral Analysis) which based on wavelet packet transform is applied fur fault source identification and diagnosis of early detection of fault non-stationary sound/vibration signals. This method is analyzing the signal in the plane of instantaneous time and instantaneous frequency. The results of ordinary coherence function, which obtained by wavelet packet analysis, showed the possibility of early fault detection by analysis at the instantaneous time. So, by checking the coherence function trend, it is possible to detect which signal contains the major fault signal and to know how much the system is damaged. Finally, It is impossible to monitor the system is damaged or undamaged by using conventional method, because crest factor is almost constant under the range of magnitude of fault signal as its approach to normal signal. However instantaneous coherence function showed that a little change of fault signal is possible to monitor the system condition. And it is possible to predict the maintenance time by condition based maintenance for any stationary or non-stationary signals.

Field Measurements of the New CCTV Tower in Beijing

  • Xu, Y.L.;Zhan, S.;Xia, H.;Xia, Y.;Zhang, N.
    • 국제초고층학회논문집
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    • 제2권3호
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    • pp.171-178
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    • 2013
  • The emergence of a growing number of tall buildings, often with unusual shapes and innovative structural systems, has led to the realization of the need for and the importance of field measurements. The new China Central Television (CCTV) Tower in Beijing is one of tall buildings with a highly unusual shape and a complex structural system, requiring field measurements to identify its dynamic characteristics for the subsequent dynamic analysis of the tower under wind excitation, seismic-induced ground motion and traffic-induced ground motion. The structural system and the finite element model of the CCTV Tower are first introduced in this paper. The computed natural frequencies and mode shapes are then presented as a reference for the field measurement. After introducing the arrangement of the ambient vibration measurement, the field measured natural frequencies and damping ratios of the CCTV Tower are presented and the measured natural frequencies are finally compared with the computed ones. It was found that the structural damping ratios of the CCTV Tower are small and the computed natural frequencies are smaller than the measured ones by about 12~17%.

실험적 모우드 계수를 이용한 교량의 주행하중 해석 (Moving Load Analysis of Bridge Structures Using Experimental Modal Data)

  • 이형진
    • 한국전산구조공학회논문집
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    • 제15권3호
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    • pp.409-420
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    • 2002
  • 본 논문에서는 상시진동계측 결과를 활용하여 교랑의 이동하중해석을 수행하기 위한 구조재해석 기법을 제시하였다. 구조재해석을 위해 필요한 실구조물의 고유진동수와 모우드 형상은 직접퓨리에 분석을 통해 구하고, 감쇠비는 Random Decrement기법을 이용하는 방법을 사용하였다. 또한, 계측 모우드 형상을 구조재해석에 필요한 자유도로 보간하기 위한 보간법을 제시하였다. 더불어, 제시된 구조재해석기법을 이동질량 모형에 기초한 주행하중 해석에 적용하여 이를 직접 해석한 결과와 비교하였다 해석결과는 상시진동 계측의 결과만을 이용하여 수행된 구조재해석 결과도 교량의 실제 응답을 잘 표현할 수 있음을 보여주고 있다.

맹인용인공시각보조장치에 관한 연구 (Study for an Artificial Visual Machine for the Blind)

  • 홍승홍;이균하
    • 대한전자공학회논문지
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    • 제15권5호
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    • pp.19-24
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    • 1978
  • 기계적 진동 주파수와 파형, 2점식별 thresho1d 치, 접촉자의 크기에 대한 피체 진동촉각의 기능적 성질을 심리물리실험에 의해 연구했다. 이의 실험 결과를 기초로 하여 압전 진동소자를 이용한 진동촉각 자극장치를 제작하여 한글을 인식하기 위한 맹인용 시각보조 장치로써 제안했다. 촉각출력상은 200 Hz의 구형파에 의해 진동하는 8열×l행의 소형 진동자열에 의해 집게 손가락에 표시했다. NOVA미니컴퓨터의 제어에 의해 한글 자모 24자중 하나를 택하여 진동자열의 8점에 왼쪽에서 오른쪽으로 제시하도록 했다. 한글 식별률실험은 설계한 실험시스템에 의해 학습효과없이 행했으며 측정된 평균식별률은 90%였다.

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An experimental study on the hydro-elastic analysis of a circular cylindrical shell

  • Min, Cheon-Hong;Park, Han-Il;Teng, Bin;Kim, Byung-Mo
    • International Journal of Ocean System Engineering
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    • 제1권1호
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    • pp.1-8
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    • 2011
  • Ocean structures and vehicles are exposed to severe ocean environment conditions such as waves, winds and currents. When such ocean structures and vehicles are designed, an accurate structure analysis is required to keep the system safely. Hydro-elastic analysis is one of key issues to design such structures and vehicles. In many previous investigations, numerical analyses for hydro-elastic problem have been used. In this study, an experimental analysis is carried out and the circular cylindrical shell is considered. Dynamical characteristics for a circular cylindrical shell are identified by experimental vibration analysis in air and water. The natural frequencies and mode shapes are compared in air and water to obtain hydro-elastic effects. Some interesting results are found in the variation of natural frequencies and damping ratios of the circular cylindrical shell for different water contact depths.