Quite a lot of structural identification techniques assume that the complete state of the structure can be measured which unfortunately cannot be easily met in practice. In addition, measurement data are normally contaminated with noise which unavoidably affects the performance of these techniques. In this paper, two waveletbased identification techniques are developed to identify time-varying parameters in a shear-beam building using incomplete and noisy measurement data. By approximating the unknown time-varying parameters using wavelet multiresolution expressions, a parametric identification problem is transformed into a nonparametric coefficient optimization. As the wavelet multi-resolution expressions can accurately represent arbitrary...
During the service life of various civil, mechanical and aerospace structures, damage can nucleate, ...
This paper reports on a two-step approach for optimally determining the location and severity of dam...
An online identification of variation of stiffness in structural systems has been presented in this ...
Quite a lot of structural identification techniques assume that the complete state of the structure ...
Most structures could exhibit intrinsically time-varying behavior when subjected to strong excitatio...
Identifying properties of civil engineering structures is an important task for their condition asse...
In this study, a wavelet domain covariance-driven system identification technique is proposed to add...
The ability of an early detection of possible damage in a structure especially when subjected to sev...
In this thesis, based on the wavelet multiresolution analysis and Kalman filter (KF) series algorith...
This paper proposes a time-varying approach used for identification of time-varying systems and pres...
In this paper, a wavelet multiresolution technique is proposed to identify time-varying properties o...
This paper presents a damage identification approach for structures under unknown support excitation...
AbstractMost of vibration-based damage detection methods require the modal properties that are obtai...
In this study, two aspects of structural dynamic problems have been considered, involving direct str...
THESIS 8063Performance based design of structures require stringent serviceability criteria to be sa...
During the service life of various civil, mechanical and aerospace structures, damage can nucleate, ...
This paper reports on a two-step approach for optimally determining the location and severity of dam...
An online identification of variation of stiffness in structural systems has been presented in this ...
Quite a lot of structural identification techniques assume that the complete state of the structure ...
Most structures could exhibit intrinsically time-varying behavior when subjected to strong excitatio...
Identifying properties of civil engineering structures is an important task for their condition asse...
In this study, a wavelet domain covariance-driven system identification technique is proposed to add...
The ability of an early detection of possible damage in a structure especially when subjected to sev...
In this thesis, based on the wavelet multiresolution analysis and Kalman filter (KF) series algorith...
This paper proposes a time-varying approach used for identification of time-varying systems and pres...
In this paper, a wavelet multiresolution technique is proposed to identify time-varying properties o...
This paper presents a damage identification approach for structures under unknown support excitation...
AbstractMost of vibration-based damage detection methods require the modal properties that are obtai...
In this study, two aspects of structural dynamic problems have been considered, involving direct str...
THESIS 8063Performance based design of structures require stringent serviceability criteria to be sa...
During the service life of various civil, mechanical and aerospace structures, damage can nucleate, ...
This paper reports on a two-step approach for optimally determining the location and severity of dam...
An online identification of variation of stiffness in structural systems has been presented in this ...