The problem of updating a structural model and its associated uncertainties by utilizing structural response data is addressed. In an identifiable case, the posterior probability density function (PDF) of the uncertain model parameters for given measured data can be approximated by a weighted sum of Gaussian distributions centered at a number of discrete optimal values of the parameters at which some positive measure-of-fit function is minimized. The present paper focuses on the problem of model updating in the general unidentifiable case for which certain simplifying assumptions available for identifiable cases are not valid. In this case, the PDF is distributed in the neighbourhood of an extended and usually highly complex manifold of the...
In a Bayesian probabilistic framework for system identification, the performance reliability for a ...
Bayesian model updating provides a rigorous framework to account for uncertainty induced by lack of ...
The problem of identification of the modal parameters of a structural model using complete input and...
The problem of updating a structural model and its associated uncertainties by utilizing measured dy...
The problem of updating a structural model and its associated uncertainties by utilizing structural ...
This thesis addresses the problem of updating a structural model and its associated uncertainties by...
The present study addresses the issues of non-uniqueness and unidentifiability arising in structural...
The problem of updating a structural model and its associated uncertainties by utilizing structural ...
The problem of updating a structural model and its associated uncertainties by utilizing dynamic res...
The problem of updating a structural model and its associated uncertainties by utilizing dynamic res...
When non-linear models are fitted to experimental data, parameter estimates can be poorly constraine...
International audienceA nonparametric probabilistic approach for modeling uncertainties in projectio...
The problem of updating a structural model and its associated uncertamt1es by utilizing structural ...
Bayesian finite element model updating provides a rigorous framework to take various sources of unce...
This work proposes a novel methodology to fulfil the challenging expectation in stochastic model upd...
In a Bayesian probabilistic framework for system identification, the performance reliability for a ...
Bayesian model updating provides a rigorous framework to account for uncertainty induced by lack of ...
The problem of identification of the modal parameters of a structural model using complete input and...
The problem of updating a structural model and its associated uncertainties by utilizing measured dy...
The problem of updating a structural model and its associated uncertainties by utilizing structural ...
This thesis addresses the problem of updating a structural model and its associated uncertainties by...
The present study addresses the issues of non-uniqueness and unidentifiability arising in structural...
The problem of updating a structural model and its associated uncertainties by utilizing structural ...
The problem of updating a structural model and its associated uncertainties by utilizing dynamic res...
The problem of updating a structural model and its associated uncertainties by utilizing dynamic res...
When non-linear models are fitted to experimental data, parameter estimates can be poorly constraine...
International audienceA nonparametric probabilistic approach for modeling uncertainties in projectio...
The problem of updating a structural model and its associated uncertamt1es by utilizing structural ...
Bayesian finite element model updating provides a rigorous framework to take various sources of unce...
This work proposes a novel methodology to fulfil the challenging expectation in stochastic model upd...
In a Bayesian probabilistic framework for system identification, the performance reliability for a ...
Bayesian model updating provides a rigorous framework to account for uncertainty induced by lack of ...
The problem of identification of the modal parameters of a structural model using complete input and...