Identification of structural damage requires reliable assessments of damage-sensitive quantities, including natural frequencies, mode shapes, and damping ratios. Lack of knowledge about the correct value of these parameters introduces a particular sort of uncertainty often referred to as epistemic uncertainty. This class of uncertainty is reducible in a sense that it can be decreased by enhancing the modeling accuracy and collecting new information. On the contrary, such damage-sensitive parameters might also have intrinsic randomness arising from unknown phenomena and effects, which gives rise to an irreducible category of uncertainty often referred to as aleatory uncertainty. The present Bayesian modal updating methodologies can produce r...
In full-scale ambient vibration tests, multiple setups are often performed for measurement when it i...
Structural system identification is concerned with the determination of structural model parameters ...
A Bayesian statistical framework has been developed for modal identification using free vibration da...
This paper puts forward a feasibility study on the use of Bayesian model updating and vibration pred...
This study investigates a new probabilistic strategy for model updating using incomplete modal data....
The hierarchical Bayesian modeling (HBM) framework has recently been developed to tackle the uncerta...
A new probabilistic finite element (FE) model updating technique based on Hierarchical Bayesian mode...
A new probabilistic finite element (FE) model updating technique based on Hierarchical Bayesian mode...
This paper presents a hierarchical Bayesian modeling framework for the uncertainty quantification in...
In structural health monitoring (SHM), ‘data driven models’ are often applied to investigate the rel...
The problem of identification of the modal parameters of a structural model by using measured ambien...
A new two-step approach for probabilistic structural health monitoring is presented, which involves ...
This paper presents a new Bayesian model updating approach for linear structural models based on th...
The problem of identification of the modal parameters of a structural model using complete input and...
This thesis mainly focuses on two problems: The first one is to update the modal parameters of linea...
In full-scale ambient vibration tests, multiple setups are often performed for measurement when it i...
Structural system identification is concerned with the determination of structural model parameters ...
A Bayesian statistical framework has been developed for modal identification using free vibration da...
This paper puts forward a feasibility study on the use of Bayesian model updating and vibration pred...
This study investigates a new probabilistic strategy for model updating using incomplete modal data....
The hierarchical Bayesian modeling (HBM) framework has recently been developed to tackle the uncerta...
A new probabilistic finite element (FE) model updating technique based on Hierarchical Bayesian mode...
A new probabilistic finite element (FE) model updating technique based on Hierarchical Bayesian mode...
This paper presents a hierarchical Bayesian modeling framework for the uncertainty quantification in...
In structural health monitoring (SHM), ‘data driven models’ are often applied to investigate the rel...
The problem of identification of the modal parameters of a structural model by using measured ambien...
A new two-step approach for probabilistic structural health monitoring is presented, which involves ...
This paper presents a new Bayesian model updating approach for linear structural models based on th...
The problem of identification of the modal parameters of a structural model using complete input and...
This thesis mainly focuses on two problems: The first one is to update the modal parameters of linea...
In full-scale ambient vibration tests, multiple setups are often performed for measurement when it i...
Structural system identification is concerned with the determination of structural model parameters ...
A Bayesian statistical framework has been developed for modal identification using free vibration da...