Pereira, Mauricio ;
D'Altri, Antonio Maria
(2024)
Dataset of the paper "Crack pattern–based machine learning prediction of residual drift capacity in damaged masonry walls".
University of Bologna.
DOI
10.6092/unibo/amsacta/7689.
[Dataset]
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Abstract
This dataset, developed as part of the Horizon 2020 HOLAHERIS project, contains data, models and results related to a machine learning predictor for residual drift capacity in damaged masonry walls based on mechanically consistent crack patterns induced by external actions (earthquake-like loads and differential settlements). The machine learning predictor is trained through 100 crack patterns generated by an accurate block-based numerical model, and the related residual displacement capacity estimated by means of the numerical model within a pushover analysis framework. 12 additional cases, with different geometries, textures, axial load ratios and sizes, are also used to validate the approach a posteriori. Good predictions on masonry piers with features different from those used in the training data support the generalization potential of the proposed method. Accordingly, the training data set could be straightforwardly enlarged also by using numerical models for masonry (e.g., utilized in other research groups). The machine learning predictor is implemented within a Python code which is released in this dataset, together with the numerical models developed and examples of extractions of pushover curves and crack width cumulative distributions. All input and output data are collected within the same Python code.
Abstract
This dataset, developed as part of the Horizon 2020 HOLAHERIS project, contains data, models and results related to a machine learning predictor for residual drift capacity in damaged masonry walls based on mechanically consistent crack patterns induced by external actions (earthquake-like loads and differential settlements). The machine learning predictor is trained through 100 crack patterns generated by an accurate block-based numerical model, and the related residual displacement capacity estimated by means of the numerical model within a pushover analysis framework. 12 additional cases, with different geometries, textures, axial load ratios and sizes, are also used to validate the approach a posteriori. Good predictions on masonry piers with features different from those used in the training data support the generalization potential of the proposed method. Accordingly, the training data set could be straightforwardly enlarged also by using numerical models for masonry (e.g., utilized in other research groups). The machine learning predictor is implemented within a Python code which is released in this dataset, together with the numerical models developed and examples of extractions of pushover curves and crack width cumulative distributions. All input and output data are collected within the same Python code.
Tipologia del documento
Dataset
Autori
Parole chiave
Masonry, Machine Learning, Structural Health Monitoring
Settori scientifico-disciplinari
DOI
Contributors
Data di deposito
29 Mag 2024 08:50
Ultima modifica
29 Mag 2024 08:51
Risorse collegate
Nome del Progetto
Programma di finanziamento
EC - H2020
URI
Altri metadati
Tipologia del documento
Dataset
Autori
Parole chiave
Masonry, Machine Learning, Structural Health Monitoring
Settori scientifico-disciplinari
DOI
Contributors
Data di deposito
29 Mag 2024 08:50
Ultima modifica
29 Mag 2024 08:51
Risorse collegate
Nome del Progetto
Programma di finanziamento
EC - H2020
URI
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