Detection of changes in the resonant frequencies and mode shapes of a system is a fundamental problem in dynamics. This paper describes a time series method of detecting and quantifying changes in these parameters for a ten degree-of-freedom bilinear system excited by narrow band random noise. The method partitions the state space and computes mode frequencies and mode shapes for each region. Different regions of the space may exhibit different mode shapes, allowing diagnosis of stiffness changes at structural discontinuities. The method is useful for detecting changes in the properties of joints in mechanical systems or for detection of damage as the properties of a structure change during use
Analytical or numerical methods, such as Finite Element Analysis (FEA), can be used to estimate the ...
ABSTRACT Vibration measurements offer an effective, inexpensive and fast means of non-destructive te...
Using a system of five masses and four springs, both linear and non-linear changes in stiffness were...
The paper considers some possibilities to use pure time series analysis for damage diagnosis in vibr...
Diagnosis and analysis techniques for linear systems have been developed and refined to a high degre...
System identification techniques has been extensively developed during the past twenty years mostly ...
The accurate detection and characterization of nonlinearities associated with damage in structural s...
The paper considers some possibilities to use pure time series analysis for damage diagnosis in vibr...
This paper deals with the problem for vibration health monitoring (VHM) in structures with nonlinear...
The response of strongly nonlinear dynamic systems to stochastic excitation exhibits many interestin...
The performances of six time-frequency transforms applied to the assessment of structural damage are...
This study explores a structural damage detection strategy employing the novel use of chaotic time s...
Nonlinear phenomena are widely encountered in practical applications. The presence of nonlinearity m...
In this paper a novel technique for the detection and estimation of nonlinear mode coupling in power...
During the service life of structures, breathing-fatigue cracks may occur in structural members due ...
Analytical or numerical methods, such as Finite Element Analysis (FEA), can be used to estimate the ...
ABSTRACT Vibration measurements offer an effective, inexpensive and fast means of non-destructive te...
Using a system of five masses and four springs, both linear and non-linear changes in stiffness were...
The paper considers some possibilities to use pure time series analysis for damage diagnosis in vibr...
Diagnosis and analysis techniques for linear systems have been developed and refined to a high degre...
System identification techniques has been extensively developed during the past twenty years mostly ...
The accurate detection and characterization of nonlinearities associated with damage in structural s...
The paper considers some possibilities to use pure time series analysis for damage diagnosis in vibr...
This paper deals with the problem for vibration health monitoring (VHM) in structures with nonlinear...
The response of strongly nonlinear dynamic systems to stochastic excitation exhibits many interestin...
The performances of six time-frequency transforms applied to the assessment of structural damage are...
This study explores a structural damage detection strategy employing the novel use of chaotic time s...
Nonlinear phenomena are widely encountered in practical applications. The presence of nonlinearity m...
In this paper a novel technique for the detection and estimation of nonlinear mode coupling in power...
During the service life of structures, breathing-fatigue cracks may occur in structural members due ...
Analytical or numerical methods, such as Finite Element Analysis (FEA), can be used to estimate the ...
ABSTRACT Vibration measurements offer an effective, inexpensive and fast means of non-destructive te...
Using a system of five masses and four springs, both linear and non-linear changes in stiffness were...