Experimental validation of a non-linear train-track-bridge dynamic model of a stone arch railway bridge under freight traffic

This article presents the validation of a non-linear FE numerical model of a multi-span stone arch railway bridge based on experimental tests and under in-service freight trains. Static loading tests allow evaluating the bridge response in terms of vertical displacements in the arches, opening/closu...

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Detalhes bibliográficos
Autor principal: Rúben Silva (author)
Outros Autores: Diogo Ribeiro (author), Cristina Costa (author), António Arêde (author), Rui Calçada (author)
Formato: article
Idioma:eng
Publicado em: 2022
Assuntos:
Texto completo:https://hdl.handle.net/10216/144443
País:Portugal
Oai:oai:repositorio-aberto.up.pt:10216/144443