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Journal ArticleDOI

Modal parameter identification from ambient response

Dar Yun Chiang, +1 more
- 01 Jan 1999 - 
- Vol. 37, Iss: 4, pp 513-515
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This article is published in AIAA Journal.The article was published on 1999-01-01. It has received 19 citations till now. The article focuses on the topics: Modal testing & Modal analysis.

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Journal ArticleDOI

System identification of suspension bridge from ambient vibration response

TL;DR: In this article, two output-only time-domain system identification methods are employed to obtain dynamic characteristics of a suspension bridge, namely, the Random Decrement Method combined with the Ibrahim Time Domain (ITD) method and the Natural Excitation Technique (NExT) combined with Eigensystem Realization Algorithm (ERA).
Journal ArticleDOI

Using the cross-correlation technique to extract modal parameters on response-only data

TL;DR: In this article, a frequency-domain poly reference modal identification scheme was proposed by coupling the cross-correlation technique with conventional frequencydomain poly-reference modal extraction under the assumption of white-noise random inputs.
Journal ArticleDOI

Identification of modal parameters from ambient vibration data using eigensystem realization algorithm with correlation technique

TL;DR: In this paper, a modification to Eigensystem Realization Algorithm with Data Correlation is proposed for modalparameter identification of structural systems subjected to stationary white-noise ambient vibration.
Journal ArticleDOI

Modal identification from nonstationary ambient response data using extended random decrement algorithm

TL;DR: In this article, the estimation of modal parameters from nonstationary ambient vibration data by applying the random decrement algorithm was studied, where the amplitude-modulating function was extracted from the response and then transformed into stationary ones.
Journal ArticleDOI

A Multiple Random Decrement Method for Modal Parameter Identification of Stay Cables Based on Ambient Vibration Signals

TL;DR: In this article, a mode separation technique was proposed to extract independent contributions to the measured signal of cable from individual modes and a multiple random decrement method was further developed to completely exclude the excitation effect and extract the free vibration response.
References
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Journal ArticleDOI

Digital simulation of random processes and its applications

TL;DR: In this article, the authors presented an efficient method for digital simulation of general homogeneous processes as a series of cosine functions with weighted amplitudes, almost evenly spaced frequencies, and random phase angles.
Journal ArticleDOI

A Mathematical Basis for the Random Decrement Vibration Signature Analysis Technique

TL;DR: For the particular case of a linear time invariant system excited by a zero-mean, stationary, Gaussian random process, a Randomdec signature of the output is shown to be proportional to the auto-correlation of theoutput.
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