An Efficient Numerical Model to Predict the Mechanical Response of a Railway Track in the Low-Frequency Range

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datacite.relatedItem.firstPage326
datacite.relatedItem.issue2
datacite.relatedItem.relatedIdentifierTypeISSN
datacite.relatedItem.relatedItemIdentifier2571-631X
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datacite.relatedItem.titleVibration
datacite.relatedItem.volume5
dc.contributor.authorMaryam El Moueddeb
dc.contributor.authorFrançois Louf
dc.contributor.authorPierre-Alain Boucard
dc.contributor.authorFranck Dadié
dc.contributor.authorGilles Saussine
dc.contributor.authorDanilo Sorrentino
dc.date.accessioned2025-05-21T17:08:19Z
dc.date.available2025-05-21T17:08:19Z
dc.date.issued2022
dc.identifier.doihttps://doi.org/10.3390/vibration5020019
dc.identifier.otherjz000173-0019
dc.identifier.urihttps://tustorage.ulb.tu-darmstadt.de/handle/tustorage/35598
dc.publisherMDPI AG
dc.rights.urihttps://creativecommons.org/licenses/by/4.0/
dc.subject.ddc620
dc.titleAn Efficient Numerical Model to Predict the Mechanical Response of a Railway Track in the Low-Frequency Range
dc.typeArticle
dcat.distribution.pdfhttps://tustorage.ulb.tu-darmstadt.de/handle/tustorage/35599
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