Bayesian structural parameter identification from ambient vibration in cultural heritage buildings: The case of the San Jerónimo monastery in Granada, Spain
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Hernández Montes, Enrique; Jalón Ramírez, María Lourdes; Chiachío Ruano, Juan; Gil Martín, Luisa MaríaEditorial
Elsevier
Materia
Ambient vibration tests Bayesian learning Cultural heritage buildings Finite Element models Operational modal analysis
Date
2023-03-20Referencia bibliográfica
E. Hernández-Montes et al. Bayesian structural parameter identification from ambient vibration in cultural heritage buildings: The case of the San Jerónimo monastery in Granada, Spain. Engineering Structures 284 (2023) 115924[https://doi.org/10.1016/j.engstruct.2023.115924]
Sponsorship
European Commission 821054; University of Granada/CBUAAbstract
The deterioration of Cultural Heritage assets caused by the natural hazards is a pressing issue in many countries.
Therefore, reliable models based on the large-scale structural response of the assets is key to assess their
resilience. However, reliable models such as large and detailed Finite Element (FE) models, require a large
number of data and input parameters. This paper proposes a Bayesian learning approach to identify the main
parameters of a FE model with quantified uncertainty based on ambient vibration data. As a novelty when
compared with other Bayesian structural parameter identification methods from ambient vibration data, here
the likelihood function is formulated in a principled way considering information from both frequencies and
modes using a probabilistic version of the Modal Assurance Criterion for the modes. This method is embedded
into a parameterised computational model to automate the simulation process, and a real case study for a
sixteenth century heritage building in Granada (Spain) is presented. The results show the suitability and
effectiveness of the proposed Bayesian approach in identifying the most plausible values of the uncertain
model parameters in a rigorous probabilistic way, but also in obtaining the modelled frequencies and the
modal assurance criterion values with quantified uncertainty