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Authors
Filomeno Coelho, Rajan https://orcid.org/0009-0002-2026-8250
Sainvitu, Caroline https://orcid.org/0000-0001-9445-5695
Benamara, Tariq https://orcid.org/0000-0001-5342-2408
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Funding
Funding for this research was provided by:
Gouvernement Wallon (1910247)
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Article History
Received: 17 October 2024
Revised: 14 February 2025
Accepted: 29 April 2025
First Online: 11 June 2025
Declarations
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: The authors declare no conflict of interest.
: The finite element analysis code used to compute the structural responses is FEAP, developed at the University of California, Berkeley (, version 8.6).Regarding the definition of the test cases, more detailed information about the geometry is available in the following references:The UMAP code is taken from the official Python module provided by the authors, available through pip install umap-learn (version 0.5.6, ).The other Python modules used for dimensionality reduction, regression and clustering are taken from (version 1.5.1 stable).The DoE generation and optimization algorithms have been executed with Minamo (version 4.2.1), Cenaero’s in-house data processing & optimization software product ().
