2011
DOI: 10.4028/www.scientific.net/amm.110-116.2395
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Dynamic Parameter Identification Using Ambient Response Analysis and Ibrahim Time Domain Approach: A Case Study on a Steel Plate Structure

Abstract: Since the level of vibration always depends on the natural frequencies of the system, it is important to know the modal parameters of such system to control failure and provide prevention actions. However, for many mechanical engineering machines or structures, there is a demand and necessity to determine real-life modal parameters using actual operating condition. This type of testing condition cannot be done in lab environment because most of the mechanical structure is big in size and heavy. Thus, the purpo… Show more

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Cited by 2 publications
(3 citation statements)
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“…The six responses are subjected to the FFT to obtain the six-element frequency-domain response vector Y ω ð Þ as in Equation (7). Note that the frequency resolution is defined by the length of the responses y i t ð Þ, so that it is slightly worse than that of the original 10-s-long signal.…”
Section: -Dof Structure and Mixed-mode Free Responsementioning
confidence: 99%
See 1 more Smart Citation
“…The six responses are subjected to the FFT to obtain the six-element frequency-domain response vector Y ω ð Þ as in Equation (7). Note that the frequency resolution is defined by the length of the responses y i t ð Þ, so that it is slightly worse than that of the original 10-s-long signal.…”
Section: -Dof Structure and Mixed-mode Free Responsementioning
confidence: 99%
“…Classical modal parameter identification methods are usually formulated and operate in time domain or in frequency domain. Time-domain methods include the widely used eigensystem realization algorithm (ERA) [1][2][3] and autoregressive moving average (ARMA) models, [4][5][6] the Ibrahim time domain (ITD) approach, 7,8 and stochastic subspace identification (SSI) method. [9][10][11] Frequency-domain methods include the simplest peak picking method, 12 maximum likelihood identification, 13 and the frequency-domain decomposition method.…”
Section: Introductionmentioning
confidence: 99%
“…Frequency Domain Decomposition (FDD) is a nonparametric method extended from the Basic Frequency Domain (BFD) technique [8]. It does not depend on any type of curve fitting from parametric modelling and was well explained by [7], [9]. It was shown to be very good technique in the study on the turbine wind where excellent results for natural frequencies and mode shapes were obtained.…”
Section: A Frequency Domain Decomposition (Fdd)mentioning
confidence: 99%