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...
Autor principal: | |
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Outros Autores: | , , , |
Formato: | article |
Idioma: | eng |
Publicado em: |
2022
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Assuntos: | |
Texto completo: | https://hdl.handle.net/10216/144443 |
País: | Portugal |
Oai: | oai:repositorio-aberto.up.pt:10216/144443 |