Scipediacontent at 07:40, 20 July 2022

2022-07-20T07:40:15Z

Scipediacontent: Scipediacontent moved page Draft Content 259104355 to Henikish et al 2022a

2022-07-06T15:09:38Z

Scipediacontent moved page Draft Content 259104355 to Henikish et al 2022a

Scipediacontent: Created page with " == Abstract == In the lifetime of structures, they may be exposed to damage that deviates their parameters to a new uncertain state. To predict these parameters, they must b..."

2022-07-06T15:09:35Z

Created page with " == Abstract == In the lifetime of structures, they may be exposed to damage that deviates their parameters to a new uncertain state. To predict these parameters, they must b..."

New page

== Abstract ==

In the lifetime of structures, they may be exposed to damage that deviates their parameters to a new uncertain state. To predict these parameters, they must be updated using experimental data through various model updating methods. Among model updating methods, the Bayesian approach enables the exploration of all the probable models. Many approaches are available, like those that require the solution of the eigenvalue problem and those that do not require the resolution of the eigenvalue problem. Most existing studies have assumed proportional damping, which gives real modal data, which is not the case always. In this paper, a new Bayesian model updating methodology is proposed based on introducing system mode shapes, damping ratios and natural frequencies as additional uncertain parameters. A dynamic condensation technique is used to restrain the model updating problem to work on the observed degrees of freedom (DOF) field only. To decrease the number of uncertain parameters, system mode shapes are integrated out, and Transitional Monte Carlo Markov Chain (TMCMC) is used to sample from the posterior probability density function. The proposed approach has been applied to the 3-storey shear building model. Results show that the proposed methodology can predict the updated structural parameters in many cases, like the cases where the number of observed modes is greater than the number of observed DOF and if the observed modes are not the lowest-frequency modes.

<pdf>Media:Draft_Content_259104355-3402_paper-4985-document.pdf</pdf>

== Document ==
<pdf>Media:Draft_Content_259104355-3402_paper-3456-document.pdf</pdf>

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 <pdf>Media:Draft_Content_259104355-3402_paper-4985-document.pdf</pdf>
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+== Full Paper ==
 <pdf>Media:Draft_Content_259104355-3402_paper-3456-document.pdf</pdf>

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Henikish et al 2022a - Revision history

Scipediacontent at 07:40, 20 July 2022

Scipediacontent: Scipediacontent moved page Draft Content 259104355 to Henikish et al 2022a

Scipediacontent: Created page with " == Abstract == In the lifetime of structures, they may be exposed to damage that deviates their parameters to a new uncertain state. To predict these parameters, they must b..."