In this paper, a fast Bayesian methodology is presented for structural model updating utilizing modal information from multiple setups. A two-stage fast Bayesian spectral density approach formulated recently is firstly employed to identify the most probable Modal properties as well as their uncertainties. The model updating problem is then formulated as one minimizing an objective function, which can incorporate statistical information about local mode shape components corresponding to different setups automatically, without prior assembling or processing. A fast analytic-iterative scheme is proposed to efficiently compute the optimal parameters so as to resolve the computational burden required for optimizing the objective function numeric...
This paper presents a new Bayesian model updating approach for linear structural models based on th...
A new two-step approach for probabilistic structural health monitoring is presented, which involves ...
The problem of identification of the modal parameters of a structural model using measured ambient r...
The problem of identification of the modal parameters of a structural model by using measured ambien...
The problem of identification of the modal parameters of a structural model using measured ambient r...
The problem of identification of the modal parameters of a structural model using measured ambient r...
A methodology is presented for Bayesian structural model updating using noisy incomplete modal data ...
The problem of identification of the modal parameters of a structural model using measured ambient r...
A Bayesian probabilistic model updating method based on modal flexibility for structural health moni...
A methodology is presented for Bayesian structural model updating using noisy incomplete modal data ...
In Bayesian model updating, parameter identification of structural systems using modal data can be b...
This thesis mainly focuses on two problems: The first one is to update the modal parameters of linea...
This paper presents a new Bayesian model updating approach for linear structural models based on th...
An efficient Bayesian probabilistic method in conjunction with an auxiliary deterministic approach f...
The problem of identification of the modal parameters of a structural model using complete input and...
This paper presents a new Bayesian model updating approach for linear structural models based on th...
A new two-step approach for probabilistic structural health monitoring is presented, which involves ...
The problem of identification of the modal parameters of a structural model using measured ambient r...
The problem of identification of the modal parameters of a structural model by using measured ambien...
The problem of identification of the modal parameters of a structural model using measured ambient r...
The problem of identification of the modal parameters of a structural model using measured ambient r...
A methodology is presented for Bayesian structural model updating using noisy incomplete modal data ...
The problem of identification of the modal parameters of a structural model using measured ambient r...
A Bayesian probabilistic model updating method based on modal flexibility for structural health moni...
A methodology is presented for Bayesian structural model updating using noisy incomplete modal data ...
In Bayesian model updating, parameter identification of structural systems using modal data can be b...
This thesis mainly focuses on two problems: The first one is to update the modal parameters of linea...
This paper presents a new Bayesian model updating approach for linear structural models based on th...
An efficient Bayesian probabilistic method in conjunction with an auxiliary deterministic approach f...
The problem of identification of the modal parameters of a structural model using complete input and...
This paper presents a new Bayesian model updating approach for linear structural models based on th...
A new two-step approach for probabilistic structural health monitoring is presented, which involves ...
The problem of identification of the modal parameters of a structural model using measured ambient r...