A novel approach to the dynamic response analysis of Euler-Bernoulli beams resting on a Winkler soil model and subjected to impact loads
Auteur(s): |
Adolfo Foriero
Filippo Santucci de Magistris Giovanni Fabbrocino |
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Médium: | article de revue |
Langue(s): | anglais |
Publié dans: | Earthquake Engineering and Engineering Vibration, avril 2024, n. 2, v. 23 |
Page(s): | 389-401 |
DOI: | 10.1007/s11803-024-2243-y |
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10772721 - Publié(e) le:
29.04.2024 - Modifié(e) le:
29.04.2024