Modal parameter identification from ambient responses due to a general unknown random inputs is investigated. Existing identification techniques which are based on assumptions of white noise and or stationary random inputs are utilized even though the inputs conditions are not satisfied. This is accomplished via adding. In cascade. A force cascade conversion to the structures system under consideration. The input to the force conversion system is white noise and the output of which is the actual force(s) applied to the structure. The white noise input(s) and the structures responses are then used to identify the compined system. Identification results are then sorted as either structural parameters or input force(s) characteristics
International audienceAn important step in the operational modal analysis of a structure is to infer...
In this paper modal parameter as well as wave load identification by calibration of ARMA models is c...
Identification of physical properties from the dynamic response of structural systems - often called...
This paper describes a system identification technique useful in the practical case of structures s...
During the last years several papers utilizing the Random Decrement transform as a basis for extract...
Modal identification is a technique that can assess modal properties of structures based on vibratio...
The aim of this paper is to investigate and illustrate the possibilities of using correlation functi...
In this paper a new frequency domain technique is introduced for the modal identification from ambie...
In this paper a new frequency domain technique is introduced for the modal identification from ambie...
This paper demonstrates how to use the Random Decrement (RD) technique for identification of linear ...
In this paper an outline is given of the basic ideas in ambient respons analysis, i.e. when modal an...
This paper explores the idea of estimating the spectral densities as the Fourier transform of the ra...
In this paper the uncertainties of identified modal parameters such as eigenfrequencies and damping ...
Modal parameter estimates from ambient vibration testing are turning into the preferred technique wh...
Identification of the system parameters of a randomly excited structure may be treated using a varie...
International audienceAn important step in the operational modal analysis of a structure is to infer...
In this paper modal parameter as well as wave load identification by calibration of ARMA models is c...
Identification of physical properties from the dynamic response of structural systems - often called...
This paper describes a system identification technique useful in the practical case of structures s...
During the last years several papers utilizing the Random Decrement transform as a basis for extract...
Modal identification is a technique that can assess modal properties of structures based on vibratio...
The aim of this paper is to investigate and illustrate the possibilities of using correlation functi...
In this paper a new frequency domain technique is introduced for the modal identification from ambie...
In this paper a new frequency domain technique is introduced for the modal identification from ambie...
This paper demonstrates how to use the Random Decrement (RD) technique for identification of linear ...
In this paper an outline is given of the basic ideas in ambient respons analysis, i.e. when modal an...
This paper explores the idea of estimating the spectral densities as the Fourier transform of the ra...
In this paper the uncertainties of identified modal parameters such as eigenfrequencies and damping ...
Modal parameter estimates from ambient vibration testing are turning into the preferred technique wh...
Identification of the system parameters of a randomly excited structure may be treated using a varie...
International audienceAn important step in the operational modal analysis of a structure is to infer...
In this paper modal parameter as well as wave load identification by calibration of ARMA models is c...
Identification of physical properties from the dynamic response of structural systems - often called...